4.3. SR 06-15-2015 �j
Elk = - Request for Action
River
To Item Number
Mayor and City Council 4.3
Agenda Section Meeting Date Prepared by
Consent June 15, 2015 Justin 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
PROJECT PAY EST. # CONTRACTOR AMOUNT
WWTF Improvements 7 Rice Lake Construction Group $496,660.00
2015 Street Improvements 1 North Valley, Inc. $455,250.52
Nature's Edge Business Center 3 LaTour Construction, Inc. $198,075.35
Attachments
■ Pay Estimates
P0WIeEa 0
Template Updated 4/14 INAWRE1
G:\Elk River\T21.106811_Ramsey\8_Construction_Phase\Pay Requests\Pay app 7\Femrite pay app 7.docx
June 4, 2015
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. 7 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 $3,732,193.14
TOTAL, COMPLETED WORK TO DATE $479,211.07
TOTAL, STORED MATERIALS TO DATE $0.00
DEDUCTION FOR STORED MATERIALS USED IN WORK COMPLETED $0.00
TOTAL, COMPLETED WORK & STORED MATERIALS $479,211.07
RETAINED PERCENTAGE ( 5% ) $23,960.55
TOTAL AMOUNT OF OTHER PAYMENTS OR (DEDUCTIONS) $0.00
NET AMOUNT DUE TO CONTRACTOR TO DATE $455,250.52
TOTAL AMOUNT PAID ON PREVIOUS ESTIMATES $0.00
PAY CONTRACTOR AS ESTIMATE NO. 1 $455,250.52
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 President
Name Brad SJvdddzffiEr Title
Date -Tv h e 2, 2015
CHECKED AND APPROVED AS TO QUANTITIES AND AMOUNT:
ENGINEER: BOLTON & MENK, INC., 7533 Sunwood Drive NW, Suite 206, Ramsey, MN 55303
By 41v;, , PROJECT ENGINEER
Cody V. Holmes, P.E.
Date
APPROVED FOR PAYMENT:
OWNER:
By
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PAY ESTIMATE #3
CITY OF ELK RIVER
Natures Edge Business Center - Phase 2 Improvements
Honorable Mayor & City Council
City of Elk River
Elk River, MN 55330
RE: Natures Edge Business Center - Phase 2 Improvements
Contractor: LaTour Construction, Inc.
Contract Amount: $1,311,227.89
Dear Honorable Mayor and Council Members:
The following work has been completed on the above-referenced project by LaTour Construction, Inc.
ITEM
NO.ITEM DESCRIPTION
ESTIMATED
QUANTITYUNIT
CONTRACT
UNIT PRICE
CONTRACT
AMOUNT
USED TO
DATE EXTENSION
1CLEARING 2.30ACRE$4,100.009,430.00$ 2.4610,086.00$
2GRUBBING 2.30ACRE$4,100.009,430.00$ 2.4610,086.00$
3REMOVE PIPE CULVERTS26LIN FT$7.00182.00$ 26182.00$
4REMOVE BITUMINOUS PAVEMENT 811SQ YD$2.802,270.80$ 8112,270.80$
5SALVAGE RANDOM RIPRAP20CU YD$9.00180.00$ 20180.00$
6COMMON EXCAVATION (EV) (P)152,868CU YD$1.88287,391.84$ 152,868287,391.84$
7AGGREGATE BASE CLASS 5 - TRAIL (CV) (P) 325CU YD$27.008,775.00$ -$
8AGGREGATE BASE CLASS 5 - STREET (CV) (P) 2,705CU YD$21.8058,969.00$ 2,70558,969.00$
9BITUMINOUS MATERIAL FOR TACK COAT433GALLONS$3.201,385.60$ 120384.00$
10TYPE SP 12.5 WEARING COURSE MIXTURE (2,B) 2.5" THICK1,674SQ YD$10.4017,409.60$ -$
11TYPE SP 12.5 WEARING COURSE MIXTURE (3,B) 2.0" THICK8,650SQ YD$7.9068,335.00$ -$
12TYPE SP 12.5 NON WEARING COURSE MIXTURE (3,B) 2.5" THICK8,650SQ YD$9.4081,310.00$ 8,65081,310.00$
134" POLYSTYRENE INSULATION30SY$46.501,395.00$ 14.22661.23$
146" CONCRETE WALK949SQ FT$5.355,077.15$ 50267.50$
15CONCRETE CURB & GUTTER DESIGN B6183,737LIN FT$10.5039,238.50$ 3,73739,238.50$
16TRUNCATED DOMES64SQ FT$31.001,984.00$ -$
17TYPE III BARRICADES7EACH$245.001,715.00$ -$
18FURNISH SIGN PANELS TYPE C23SQ FT$39.00897.00$ -$
19SILT FENCE, TYPE MS6,708LIN FT$1.8512,409.80$ 6,52412,069.40$
20STORM DRAIN INLET PROTECTION9EACH$240.002,160.00$ 92,160.00$
21STABILIZED CONSTRUCTION EXIT1LUMP SUM$990.00990.00$ 1990.00$
22EROSION CONTROL SUPERVISOR1LUMP SUM$3,250.003,250.00$ 0.752,437.50$
23SEEDING 39ACRE$97.003,783.00$ 31.173,023.49$
24SEED MIXTURE 25-1212379POUND$4.5510,824.45$ 1,8368,353.80$
25MULCH MATERIAL TYPE 178TON$235.0018,330.00$ 42.09,870.00$
26EROSION CONTROL BLANKETS CATEGORY 320,640SQ YD$1.1523,736.00$ 18,25020,987.50$
27FERTILIZER TYPE 111700POUND$0.455,265.00$ 7,6773,454.65$
28EROSION CONTROL1LUMP SUM$3,500.003,500.00$ 0.752,625.00$
29PAVEMENT MESSAGE (LT ARROW) EPOXY2EACH$153.00306.00$ -$
30PAVEMENT MESSAGE (RT ARROW) EPOXY2EACH$153.00306.00$ -$
314" SOLID LINE WHITE - EPOXY550LIN FT$0.80440.00$ -$
324" DOUBLE SOLID LINE YELLOW - EPOXY1,456LIN FT$1.001,456.00$ -$
33CROSSWALK MARKING - EPOXY162SQ FT$8.201,328.40$ -$
683,460.14$ 556,998.21$ Total Bid Schedule "A"
June 3, 2015
13065 Orono Parkway
Award Date: September 18, 2014
Completion Date: July 15, 2015
Bid Schedule "A" - Street Construction
S:\Municipal\Aelkriver\ER302\Pay Estimates\ER302 PE.xlsx PE - 1
PAY ESTIMATE #3
CITY OF ELK RIVER
Natures Edge Business Center - Phase 2 Improvements
ITEM
NO.ITEM DESCRIPTION
ESTIMATED
QUANTITYUNIT
CONTRACT
UNIT PRICE
CONTRACT
AMOUNT
USED TO
DATE EXTENSION
34BULKHEAD 6EACH$85.00510.00$ 6510.00$
3524" RC PIPE CULVERT CLASS III168LIN FT$28.504,788.00$ 1845,244.00$
3615" RC PIPE APRON4EACH$570.002,280.00$ 42,280.00$
3724" RC PIPE APRON2EACH$675.001,350.00$ 21,350.00$
3836" RC PIPE APRON1EACH$1,000.001,000.00$ 11,000.00$
39TRASH GUARD FOR 36" PIPE APRON1EACH$425.00425.00$ 1425.00$
4030" PERF CP PIPE SEWER209LIN FT$78.0016,302.00$ 20916,302.00$
4136" PERF CP PIPE SEWER1,160LIN FT$90.00104,400.00$ 1,159104,310.00$
4215" RC PIPE SEWER DESIGN 3006 CL V536LIN FT$27.0014,472.00$ 52614,202.00$
4318" RC PIPE SEWER DESIGN 3006 CL III91LIN FT$29.502,684.50$ 992,920.50$
4436" RC PIPE SEWER DESIGN 3006 CL III217LIN FT$61.5013,345.50$ 21513,222.50$
45CONSTRUCT DRAINAGE STRUCTURE DESIGN SPECIAL (POND OUTLET)2EACH$3,000.006,000.00$ 26,000.00$
46CONSTRUCT DRAINAGE STRUCTURE DESIGN 48-402036.6LIN FT$295.0010,797.00$ 36.5510,782.25$
47CONSTRUCT DRAINAGE STRUCTURE DESIGN 60-402096.4LIN FT$248.0023,907.20$ 84.0520,844.40$
48CONSTRUCT DRAINAGE STRUCTURE DESIGN 72-402023.2LIN FT$340.007,888.00$ 36.7912,508.60$
49CONSTRUCT DRAINAGE STRUCTURE DESIGN 84-402021.3LIN FT$620.0013,206.00$ 21.3113,212.20$
50CASTING ASSEMBLY21EACH$650.0013,650.00$ 149,100.00$
51RANDOM RIPRAP CLASS IV9.9CU YD$71.00702.90$ 13.9986.90$
237,708.10$ 235,200.35$
ITEM
NO.ITEM DESCRIPTION
ESTIMATED
QUANTITYUNIT
CONTRACT
UNIT PRICE
CONTRACT
AMOUNT
USED TO
DATE EXTENSION
52WELDED STEEL PIPE - JACKED54LIN FT$585.0031,590.00$ 5431,590.00$
538" PVC PIPE SEWER SDR 35340LIN FT$27.009,180.00$ 3409,180.00$
5412" PVC PIPE SEWER SDR 351,645LIN FT$34.0055,930.00$ 1,63255,488.00$
556" PVC PIPE PLUG - SEWER5EACH$35.00175.00$ 5175.00$
568" PVC PIPE PLUG - SEWER2EACH$52.00104.00$ 2104.00$
5712" PVC PIPE PLUG - SEWER1EACH$111.00111.00$ 1111.00$
58CONNECT TO EXISTING SANITARY SEWER1EACH$1,350.001,350.00$ 11,350.00$
596" PVC SANITARY SERVICE PIPE SDR 26284LIN FT$25.007,100.00$ 2847,100.00$
60CLEAN AND VIDEO TAPE PIPE SEWER1,985LIN FT$1.252,481.25$ -$
61CONSTRUCT SANITARY STRUCTURE DESIGN 48-4007 (0-12')8EACH$2,165.0017,320.00$ 817,320.00$
62CONSTRUCT EXTRA DEPTH SANITARY STRUCTURE (>12')35.3LIN FT$88.003,106.40$ 35.333,109.04$
63CASTING ASSEMBLY8EACH$830.006,640.00$ 86,640.00$
135,087.65$ 132,167.04$
ITEM
NO.ITEM DESCRIPTION
ESTIMATED
QUANTITYUNIT
CONTRACT
UNIT PRICE
CONTRACT
AMOUNT
USED TO
DATE EXTENSION
64DUCTILE IRON FITTINGS4600POUND$2.8012,880.00$ 4,55612,756.80$
656" WATERMAIN DUCTILE IRON CL 5255LIN FT$28.001,540.00$ 531,484.00$
668" WATERMAIN DUCTILE IRON CL 52549LIN FT$33.0018,117.00$ 56818,744.00$
6712" WATERMAIN DUCTILE IRON CL 52980LIN FT$43.5042,630.00$ 98042,630.00$
6816" WATERMAIN DUCTILE IRON CL 52645LIN FT$61.0039,345.00$ 65039,650.00$
696" GATE VALVE AND BOX4EACH$1,135.004,540.00$ 44,540.00$
708" GATE VALVE AND BOX10EACH$1,645.0016,450.00$ 914,805.00$
7112" BUTTERFLY VALVE AND BOX1EACH$1,930.001,930.00$ 11,930.00$
7216" BUTTERFLY VALVE AND BOX2EACH$2,750.005,500.00$ 25,500.00$
73CONNECT TO EXISTING WATERMAIN1EACH$3,000.003,000.00$ 13,000.00$
74HYDRANT 5EACH$3,500.0017,500.00$ 414,000.00$
75HYDRANT EXTENSION10LIN FT$620.006,200.00$ 8.55,270.00$
169,632.00$ 164,309.80$
Bid Schedule "B" - Storm Sewer
Total Bid Schedule "B"
Bid Schedule "C" - Sanitary Sewer
Total Bid Schedule "C"
Bid Schedule "D" - Watermain
Total Bid Schedule "D"
S:\Municipal\Aelkriver\ER302\Pay Estimates\ER302 PE.xlsx PE - 2