4.3. SR 07-20-2015
Request for Action
To Item Number
Mayor and City Council 4.3
Agenda Section Meeting Date Prepared by
ConsentJuly 20, 2015Justin Femrite P.E., City Engineer
Item Description Reviewed by
Pay Estimates Tim Simon, 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 contracts.
Financial Impact
P PE.# C A
ROJECTAY ST ONTRACTORMOUNT
WWTF Improvements 8 Rice Lake Construction Group $538,650.00
2015 Street Improvements 2 North Valley, Inc. $1,080,980.08
Nature’s Edge Business Center II 4 LaTour Construction, Inc. $38,273.69
Attachments
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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
$3,731,843.70
TOTAL, COMPLETED WORK TO DATE
$1,617,084.84
TOTAL, STORED MATERIALS TO DATE
$0.00
DEDUCTION FOR STORED MATERIALS USED IN WORK COMPLETED
$0.00
TOTAL, COMPLETED WORK & STORED MATERIALS
$1,617,084.84
RETAINED PERCENTAGE ( 5%)
$80,854.24
TOTAL AMOUNT OF OTHER PAYMENTS OR (DEDUCTIONS)
$0.00
NET AMOUNT DUE TO CONTRACTOR TO DATE
$1,536,230.60
TOTAL AMOUNT PAID ON PREVIOUS ESTIMATES
$455,250.52
PAY CONTRACTOR AS ESTIMATE NO. 2
$1,080,980.08
Certificate for Partial Payment
I 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
contract amount for the period covered by this Estimate.
Contractor: North Valley, Inc.
20015 Iguana St NW # 100
Nowthen, MN 55330
By
Title
"Name
Datetl� �C a X15
CHECKED AND APPROVED AS TO QUANTITIES AND AMOUNT:
ENGINEER: B LTON & MENK, INC., 7533 Sunwood Drive NW, Suite 206, Ramsey, MN 55303
BY,PROJECT ENGINEER
Cody Y Holmes, P.E.
Date Tu 11 Z, Z 0(j
APPROVED FOR PAYMENT:
OWNER:
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9
Change Order
Date of Issuance: 5/5/2015
No. I
Effective Date:
Project: 2015 Street Improvements
Owner:
Owner's Contract No.:
City of Elk River
SAP 204-135-001
Contract: 2015 Street Improvements
Date of Contract:
Contractor: North Valley, Inc.
Engineer's Project No.: N15.108340
The Contract Documents are modified as follows upon execution of this Change Order:
Description: Mill (1.5" over entire surface) and overlay
196`x' Avenue (including returns to side streets) from CSAH 1 to
Lander Street. Approximately 2,750 LF.
Attachments (list documents supporting change):
CHAINGE IN CONTRACT PRICE:
CHANGE IN CONTRACT TIMES:
Original Contract Price:
Original Contract Times: ❑ Working days ® Calendar days
Substantial completion ( date): October 9, 2015
$3,732,193.14
Ready for final payment (date): October 26, 2015
[Increase] [Decrease] from previously approved
[Increase] [Decrease] from previously approved Change Orders
Change Orders No. N/A to No. N/A :
No. N/A to No. N/A:
Substantial completion (days): 0
$
Ready for final payment (days): 0
Contract Price prior to this Change Order:
Contract Times prior to this Change Order:
Substantial completion (date): October 9, 2015
$3,732,193.14
Ready for final payment (date): October 26, 2015
Increase of this Change Order:
[Increase] [Decrease] of this Change Order:
Substantial completion (days or date): 0
$73,528.92
Ready for final payment (days or date): 0
Contract Price incorporating this Change Order:
Contract Times with all approved Change Orders:
$3,805,722.06
Substantial completion (date): October 9, 2015
Ready for final payment (date): October 26, 2015
RECOMMENDED: Bolton & Menk. Inc, ACC D: ACCEPTS
Y: y:
By: �-
Engineer 'Authorized Signature) Owner
Authorized Sigeature) Contractor (A thorized Signature)
Date. �? / 7 r /U 1,5— Date:
" S Date: / S
Approved by Funding Agency (if
applicable): Date:
CHANGE ORDER I - MILL AND OVERLAY 196th AVENUE
CITY OF ELK RIVER, MINNESOTA
SAP 204-135-001, 204-107-007, 204-114-003, 204-116-002
BMI PROJECT NO. N15.108340
ITEM
NO.
MNDOT
NO. ITEM
UNIT
CITY
UNIT COST
TOTAL
1
2021 Z01 MOBILIZATION
LUMP SUM
0.05
$149,206.38
$7,460.32
3
2104.5 REMOVE CONCRETE CURB & GUTTER
LIN FT
35
$4.80
$168.00
20
2231.501 BITUMINOUS PATCHING MIXTURE
TON
25.00
$0.01
$0.25
223Z501 MLL BITUMINOUS SURFACE (1.5-)
SQ YD
990&00
$1.38
$13,662.00
26
2360.501 TYPE SP 9.5 WEARING COURSE M
TON
850.00
$51,86T00
45t23
2531.501 CONCRETE CURB & GUTTER DESIGN B618
LIN FT
35.00MIXTURE(2,C)
'I
$10,61f
$371,351
Total: $73,528.92
PAY ESTIMATE #4
CITY OF ELK RIVER
Natures Edge Business Center - Phase 2 Improvements
June 30, 2015
Honorable Mayor & City Council
City of Elk River
13065 Orono Parkway
Elk River, MN 55330
RE: Natures Edge Business Center- Phase 2 Improvements
Contractor: LaTour Construction, Inc.
Contract Amount: $1,311,227.89
Award Date: September 18, 2014
Completion Date: July 15, 2015
Dear Honorable Mayor and Council Members:
The following work has been completed on the above -referenced project by LaTour Construction, Inc.
Bid Schedule "A" - Street Construction
ITEM
NO.
I ITEM DESCRIPTION
ESTIMATED
QUANTITY
UNIT
CONTRACT
UNIT PRICE
CONTRACT
AMOUNT
USED TO
DATE
EXTENSION
1
CLEARING
2.30
ACRE
$4,100.00 $
9,430,00
2.46
$
10,086.00
2
GRUBBING
2.30
ACRE
$4,100.00 $
9430,00
2.46
$
10,086.00
3
REMOVE PIPE CULVERTS
26
LIN FT
$7,00 $
182.00
26
$
182.00
4
REMOVE BITUMINOUS PAVEMENT
811
SQ Yb
$2.80 $
2,270.80
811
$
2 270.84
5
SALVAGE RANDOM RIPRAP
20
Cu YD
$9,00 $
180.00
20
$
180.00
e
COMMON EXCAVATION E P
152,868
CU YD
$1.88 $
287,391.84
152,868
$
287,391.84
7
AGGREGATE BASE CLASS 5- TRAIL C P
325
CU YO
$27.00 $
8,775.00
325
$
8,775,00
8
AGGREGATE BASE CLASS 5 - STREET C P
2,705
CU YD
$21.80 $
58 969.00
2,705
$
58 969.00
9
BITUMINOUS MATERIAL FOR TACK COAT
433
GALLONS
$3.20 $
1,385.60
120
$
384.00
10
TYPE SP 12.5 WEARING COURSE MIXTURE 2,13 2.5" THICK
1,674
SQ YD
$10.401$
17 409.60
1,538
$
15,995.20
11
TYPE SP 12.5 WEARING COURSE MIXTURE (3,B) 2.0" THICK
8 650
SQ YD
$7.90 $
$8,335.00
$
12
TYPE SP 12.5 NON WEARING COURSE MIXTURE (3,13) 2.5" THICK
8,650
SQ YD
$9.40 $
81310,00
8,650
$
81,310.00
13
4" POLYSTYRENE INSULATION
30
SY
$48.50 $
1,395,100
14.22
$
661.23
14
6" CONCRETE WALK
949
SQ FT
$5.35 $
5,077.15
50
$
267.50
15
ICONCRETE CURB & GUTTER DESIGN B618
3,737
LIN FT
$10.50 $
39,238.50
3,737
$
39,238.50
16
TRUNCATED DOMES
64
SQ FT
$31.00 $
1 984.00
$
17
TYPE 111 BARRICADES
7
EACH
$245.00 $
1,715.00
$
18
FURNISH SIGN PANELS TYPE 0
23
SQ FT
$39.00 $
897.00
$
19
SILT FENCE TYPE MS
6,708
LIN FT
$1.85 $
12,409.80
6,524
$
12,069.40
20
ISTORM DRAIN INLET PROTECTION
9
EACH
$240.001$
2160.00
9
$
2160AD
21
STABILIZED CONSTRUCTION EXIT
1
LUMP SUM
$990.00 $
990.00
1
$
990.00
22
EROSION CONTROL SUPERVISOR
1
LUMP SUM
$3,250.001 $
3,250.00
0.75
$
2,437.50
23
SEEDING
39
ACRE
$97.001$
3 783.00
35.67
$
3,459.99
24
SEED MIXTURE 25-121
2379
POUND
$4-551 $
10 824.45
2,254
$
10,255.70
25
MULCH MATERIAL TYPE 1
78
TON
$235.00 $
18 330.00
50.7
$
11,914.50
26
EROSION CONTROL BLANKETS CATEGORY 3
20,640
SQYD
$1.15 $
23 736,00
23,350
$
26,852.50
27
FERTILIZER TYPE 1
11700
POUND
$0.45 $
5 265,00
9,277
$
4,174.65
28
EROSION CONTROL
1
LUMP SUM
$3.500.00 $
3,500.00
0.75
$
2,625.00
29
PAVEMENT MESSAGE LT ARROW EPDXY
2
EACH
$153.00 $
306.00
$
30
IPAVEMENT MESSAGE RT ARROW) EPDXY
2 1
EACH I
$153.001S
306-oal
1
$
31
4" SOLID LINE WHITE - EPDXY
550
LIN FT
$0,80 $
440.00
$
32
4" DOUBLE SOLID LINE YELLOW- EPDXY
1,456
LIN FT
$1.00 $
1,456.00
$
33
CROSSWALK MARKING - EPDXY
162
SQ FT
$8,20 $
1,328.40
$
Total Bid Schedule "A" $ 683,460.14 S 592,736.31
S!Wunic1paI\AelkdvertER3021Pay Estimaies`ER302 PE.xisx PE -1
PAY ESTIMATE #4
CITY OF ELK RIVER
Natures Edge Business Center - Phase 2 Improvements
Bid Schedule "B" - Storm Sewer
ITEM
NO.
ITEM DESCRIPTION
ESTIMATED
QUANTITY
UNIT
CONTRACT I
UNIT PRICE
CONTRACT
AMOUNT
USED TO
DATE
EXTENSION
34
BULKHEAD
6
EACH
$85.001 $
510.00
6
$ 510.00
35
24" RC PIPE CULVERT CLASS 111
168
LIN FT
$28.601$
4,786.00
184
$ 5,244.00
36
15" RC PIPE APRON
4
EACH
$570,001s
2 280,00
4
$ 2,280.00
37
24" RC PIPE APRON
2
EACH
$675.001$
1,350.00
2
$ 1,350.00
38
36" RC PIPE APRON
1
EACH
$1,000.001 $
1,000.0c)
1
$ 1,000.00
39
TRASH GUARD FOR 36" PIPE APRON
1
EACH
$425.001 $
425.00
1
$ 425.00
40
30" PERF CP PIPE SEWER
209
LIN FT
$78.001$
16,302.00
209
$ 16,302.00
41
30" PERF CP PIPE SEWER
1,160
LIN FT
$90.00 $
104 400,00
1,169
$ 104,310.00
42
15" RC PIPE SEWER DESIGN 3006 CL V
536
LIN FT
$27.00 $
14,472,00
526
$ 14,202.00
43
18" RC PIPE SEWER DESIGN 3006 CL Ili
91
LIN FT
$29.50 $
2,684.50
99
$ 2,920.50
44
36" RC PIPE SEWER DESIGN 3006 CL III
217
LIN FT
$61.50 $
13,345.50
215
$ 13 222.50
45
CONSTRUCT DRAINAGE STRUCTURE DESIGN SPECIAL POND OUTLET
2
EACH
$3,000.00 $
6,000.00
2
$ 6.000.00
48
CONSTRUCT DRAINAGE STRUCTURE DESIGN 484020
3616
LIN FT
$295.00 $
10 797.00
36.55
$ 10 782.25
47
CONSTRUCT DRAINAGE STRUCTURE DESIGN 60-4020
96.4
LIN FT
$248.00 $
23,907,20
84.05
$ 20,844.40
48
CONSTRUCT DRAINAGE STRUCTURE DESIGN 724020
23,2
LIN FT
$340.00 $
7,888,00
36.79
$ 12,508.60
49
CONSTRUCT DRAINAGE STRUCTURE DESIGN 844020
21.3
LIN FT
$620.00 $
13 206.00
21.31
$ 13 212.20
60
CASTING ASSEMBLY
21
EACH
$650-00 $
13,650.00
21
$ 13 650.00
51
RANDOM RIPRAP CLASS IV
9.9
CU YD
$71.00 $
702.90
13.9
$ 986.90
Total Bid Schedule "B" $ 237,708.10 $ 239,750.35
Bid Schedule "C" . Sanifam Sewer
ITEM
NO.
ITEM DESCRIPTION
ESTIMATED
QUANTITY
UNIT
CONTRACT
UNIT PRICE
CONTRACT
AMOUNT
USED TO
DATE
EXTENSION
52
WELDED STEEL PIPE - ,LACKED
54
LIN FT
$585.001$
31,590.00
54
$ 31 590.00
53
8" PVC PIPE SEWER SDR 35
340
LIN FT
$27.001$
9,180.00
340
$ 9,180.00
54
12" PVC PIPE SEWER SDR 35
1,645
LIN FT
$34,001$
55 930.00
1,632
$ 55 488.00
55
6" FVC PIPE PLUG - SEWER
5
EACH
$35.001s
175.00
5
$ 175.00
56
8" PVC PIPE PLUG - SEWER
2
EACH
$52.ODI $
104.00
2
$ 104.00
57
12" PVC PIPE PLUG - SEWER
1
EACH
$111.00 $
111.00
1
$ 111.00
58
CONNECT TO EXISTING SANITARY SEWER
1
EACH
$1,350.01 $
1,350.00
1
$ 1 350.00
59
6" PVC SANITARY SERVICE PIPE SDR 26
284
LIN FT
$25.001 $
7100.00
284
$ 7,100.00
60
CLEAN AND VIDEOTAPE PIPE SEWER
1.985
LIN FT
$1.25 $
2,481.25
1
$
61
CONSTRUCT SANITARY STRUCTURE DESIGN 484007 0-12'
8
EACH
$2,165,0 $
17 320.00
8
$ 17 320.00
62
CONSTRUCT EXTRA DEPTH SANITARY STRUCTURE -12'
35.3
LIN FT
$88,00 $
3,108.40
35.33
$ 3,109.04
63
CASTING ASSEMBLY
8
EACH
$830.00 $
8.640.00
8
$ 6840.00
Total Bid Schedule "C" $ 135,087.65 $ 132,167.04
Bid Schedule "O" - Watarmain
ITEM
NO.
ITEM DESCRIPTION
ESTIMATED
QUANTITY
UNIT
CONTRACT
UNIT PRICE
CONTRACT
AMOUNT
USED TO
DATE
EXTENSION
64
DUCTILE IRON FITTINGS
4600
POUND
$2.80 $
12,880.00
4,556
$
12,756.80
65
6" WATERMAIN DUCTILE IRON CL 52
55
LIN FT
$28.00 $
1,540.00
53
$
1,484.00
06
8" WATERMAIN DUCTILE IRON CL 52
549
LIN FT
$33.00 $
18,117.00
568
$
16 744.00
67
12" WATERMAIN DUCTILE IRON CL 52
980
LIN FT
$43.501$
42,630.00
980
$
42 630.00
68
16" WATERMAIN DUCTILE IRON CL 52
645
LIN FT
$61.D01 $
39,345.00
650
$
39 650.00
69
6" GATE VALVE AND BOX
4
EACH
$1,135.00 $
4,540.00
4
$
4540.00
70
8" GATE VALVE AND BOX
10
EACH
$1,645.00 $
16,450.00
9
$
14,805,00
71
i2" BUTTERFLY VALVE AND BOX
1
EACH
$1,930.00 $
11930.00
1
$
1,930,00
72
16" BUTTERFLY VALVE AND BOX
2
EACH
$2,750.00 $
51500.00
2
1 $
5,500.00
73
CONNECT TO EXISTING WATERMAIN
1
EACH
$3000.00 $
3000.00
1
$
3000.00
74
HYDRANT
5
EACH
$3,500.00 $
17,500.00
4
$
14,000.00
75
HYDRANT EXTENSION
10
LIN FT
$620.00 $
fi 200.OD
8.5
$
5,270.00
Total Bid Schedule "D"
S:1MunicipaI\Aelkdve 1ER3021Pay EstimatesiER302 PE.xlsx PE - 2
S 169,632.00 $ 164,309.80
PAY ESTIMATE #4
CITY OF ELK RIVER
Natures Edge Business Center - Phase 2 Improvements
Hid Rchedula "F" . Mnhill—tine rl—t—i— R Trnffin r.."t,..I
ITEM
NO. ITEM DESCRIPTION
ESTIMATED
QUANTITY
UNIT
CONTRACT
UNIT PRICE
CONTRACT
AMOUNT
USED TO
DATE
EXTENSION
76 MOBILIZATION
1
LUMP SUM
$24,700.00 $
24,700.00
1
$ 24,700.00
77 DEWATERING
1
LUMP SUM
$59,415.00 $
69.416,0D
1
$ 59,415.00
78 TRAFFIC CONTROL
i
LUMP SUM
$1,225.00 $
1,225.00
1
$ 11225.00
Total Bid Schedule "E" $ 85,340.00
Bid Schedule "A"
Bid Schedule "B"
Bid Schedule "C"
Bid Schedule "D"
Bid Schedule "E"
Total Work Completed to Date
Less 5% Retainage:
Less Pay Estimate #1:
Less Pay Estimate #2:
Less Pay Estimate #3:
WE RECOMMEND PAYMENT OF:
APPROVALS:
CONTRACTOR: LATOUR CONSTRUCTION, INC.
Certification by Contract I certify that all items and amounts are correct for the work completed to date.
Title: P
ENGINEER:
±nginer: We a�mmend payment for work and quantities as shown.
1 V-71Titte: Project Encineer 4 Date
OWNER: CITY OF ELK RIVER
Signed:
Title: Date
8:\MunicipaMelk6ver\ER3021Pay Estimates1ER302 PE.xlsx PE - 3
$ 683,460.14
$ 237,706.10
$ 135,087.65
$ 169,632.00
$ 85,340.00
$$ 05,340.00
40.00
$ $92,736.31
$ 239,750.35
$ 132,167.04
$ 164,309.80
$ 85,340.00
$ 1,214,303.50
$ 60,715.18
$ $42,279.95
$ 374,959.33
$ 1981075.35
$ 38,273.69