4.3. SR 08-17-2015City of
Elk —
River
Request for Action
To
Item Number
Mayor and City Council
4.3
Agenda Section
Meeting Date
Prepared by
Consent
August 17, 2015
Justin Femrite P.E., City Engineer
Item Description
Reviewed by
Pay Estimates
Tim Simon, Finance Director
Reviewed by
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 9 Rice Lake Construction Group $916,141.53
2015 Street Improvements 3 North Valley, Inc. $188,899.45
Nature's Edge Business Center II 5 LaTour Construction, Inc. $13,164.56
Attachments
■ Pay Estimates
P a w E A E U a r
NaA f RE]
0
Project: Wastewater
Application for Payment
Change Order Summary
Application venoo i o:
From (Contractor): Rice Lake
Contract: All Construction
Contractor's Project No.: 1422
Contractor's Certification
The undersigned Contractor certifies that: (1) all previous progress
payments received from Owner on account of Work done under the
Contract have been applied on account to discharge Contractor's
legitimate obligations incurred in connection with Work covered by prior
Applications for Payment; (2) title of all Work, materials and equipment
incorporated in said Work or otherwise listed in or covered by this
Application for Payment will pass to Owner at time of payment free and
Gear of all Liens, security interests and encumbrances (except such as are
covered by a Bond acceptable to Owner indemnifying Owner against any
such Liens, security interest or encumbrances); and (3) all Work covered
by this Application for Payment is in accordance with the Contract
Documents and is not defective.
Contractor's Application For Payment No.
5 lAvolication Date: 7/31/2015
Bolton & Menk, Inc.
ORIGINAL CONTRACT PRICE
Net change by Change Orders
CURRENT CONTRACT PRICE (Line 1 t 2)
TOTAL COMPLETED AND STORED TO DATE
(Column F on Progress Estimate)
RETAINAGE:
1. 5% x $6,947,790.49 Work Completed
J. 5% x $0.00 Stored Materials
:. Total Retainage (Line 5a + Line 5b)
AMOUNT ELIGIBLE TO DATE (Line 4 - Line 5c)
LESS PREVIOUS PAYMENTS (Line 6 from prior Application)
AMOUNT DUE THIS APPLICATION
BALANCE TO FINISH, PLUS RETAINAGE
(Column G on Progress Estimate + Line 5 above)
Payment of: $916,141.53
(Line 8 or other - attach explanation of other amount)
$16,525,200.00
$259,991.59
$16,785,191.59
$6,947,790.49
$347,389.52
$0.00
$347,389.52
$6,600,400.97
$5,684,259.44
$916,141.53
$10,184,790.62
is recommended by: C July 31, 2015
(Engineer) (Date)
Payment of: $916,141.53
(Line 8 or other - attach explanation of other amount)
is approved by:
Approved by:
(Finance Director)
Funding Agency (if applicable)
FICDC No. C-620 (2002 Edition)
Prepared by the Engineers' Joint Contract Documents Committee and endorsed by the Associated General Contractors of America and the Construction Specifications Institute.
(Date)
(Date)
Project: Wastewater Treatment Facility Improvements 2014 Owner: City of Elk River Application Number 9
Contractor: Rice Lake Construction Group Date of application 7/31/2015
Engineer: Bolton & Menk, Inc. Work completed through: 7/31/2015
Item
Pay Item Number Description
B
Scheduled Value
C
From Previous
Application (C+D)
D E Total Completed
This Period Materials Presently and Stored to Date
Stored (not in Col D) (C + D + E)
%
U
Balance to
Finish
01001
Performance Bond
$230,186.00
$230,186.00
$230,186.00
100.00
$0.00
01002
Insurance
$161,171.00
$161,171.00
$161,171.00
100.00
$0.00
01003
Mobilization
$635,418.00
$635,418.00
$635,418.00
100.00
$0.00
01004
Demobilization
$30,000.00
$0.00
$0.00
0.00
$30,000.00
01005
Project Allowances
$746,380.03
$0.00
$0.00
0.00
$746,380.03
01005.1
Submittal Exchange
$9,795.00
$9,795.00
$9,795.00
100.00
$0.00
01005.2
Building Permit
$29,530.04
$29,530.04
$29,530.04
100.00
$0.00
01005.3
Lift Station SCADA System Allowance
$230,000.00
$242,268.59
$242,268.59
105.33
($12,268.59)
01005.4
COP#01 - Automatic Door Operators
$5,963.20
$5,963.20
$5,963.20
100.00
$0.00
01005.5
COP#02 - Overflow for Biosolids Holding Tank
$2,787.42
$2,787.42
$2,787.42
100.00
$0.00
01005.6
COP#03 -Additional Window in Door 1126
$323.84
$323.84
$323.84
100.00
$0.00
01005.7
COP#04 - Delay Costs
IN C01 BELOW
01005.8
COP#05 - Revised Plans
$0.00
$0.00 #DIV/01
$0.00
01005.9
COP#06 - Black Material
$106,703.90
$106,703.90
$106,703.90
100.00
$0.00
01005.10
COP#07 - Slide Gate 16
$5,361.91
$5,361.91
$5,361.91
100.00
$0.00
01005.11
COP#08 - Aeration Basin Sumps
$10,693.54
$10,693.54
$10,693.54
100.00
$0.00
01005.12
COP#09 - Biosolids OH Doors
$37,350.46
$37,350.46
$37,350.46
100.00
$0.00
01005.13
COP#10- Aeration Pipe Drop Legs
($3,500.80)
($3,500.80)
($3,500.80)
100.00
$0.00
01005.14
COP#11 - Viton Gaskets
$11,424.54
$11,424.54
$11,424.54
100.00
$0.00
01005.15
COP#12 - Supernatant MH Vent
$3,686.92
$3,686.92
$3,686.92
100.00
$0.00
02060
Demolition of Existing Facilities/Pavement
02060.1
Main Building
$40,000.00
$15,000.00
$15,000.00
37.50
$25,000.00
02060.2
Blower Building
$15,000.00
$0.00
$0.00
0.00
$15,000.00
02060.3
Aeration Tank
$20,000.00
$0.00
$0.00
0.00
$20,000.00
02060.4
Trickling Filters & Pump Station
$45,000.00
$0.00
$0.00
0.00
$45,000.00
02060.5
Final Clarifier Sludge Wet Well
$10,000.00
$0.00
$0.00
0.00
$10,000.00
02060.6
Pavement
$10,510.00
$8,500.00
$8,500.00
80.88
$2,010.00
02140
Bypass Pumping
$75,000.00
$0.00
$0.00
0.00
$75,000.00
02220
Earthwork
02220.1
New Aeration Basins
$355,815.00
$325,000.00
$30,815.00 $355,815.00
100.00
$0.00
02220.2
New Proposed Aerated Biosolids Control Bldg 2
$65,000.00
$65,000.00
$65,000.00
100.00
$0.00
02220.3
New RASIWAS Building
$58,000.00
$45,000.00
$45,000.00
77.59
$13,000.00
02220.4
New Operations Building
$85,000.00
$0.00
$0.00
0.00
$85,000.00
Page 2 of 7
Project: Wastewater Treatment Facility Improvements 2014 Owner: City of Elk River Application Number 9
Contractor: Rice Lake Construction Group Date of application 7131/2015
Engineer: Bolton & Menk, Inc. Work completed through: 7/3112015
Item
Pay Item Number Description
B
Scheduled Value
C
From Previous
Application (C+D)
D E
This Period Materials Presently
Stored (not in Col D)
Total Completed
and Stored to Date
(C + D + E)
%
U
Balance to
Finish
02550
Site Piping
02550.1
-Purchase
$690,000.00
$284,500.00
$125,000.00
$409,500.00
59.35
$280,500.00
02550.2
-Install
$426,947.00
$42,500.00
$25,000.00
$67,500.00
15.81
$359,447.00
02600
Bituminous PavemenUClass 5/Sidewalks
$149,490.00
$0.00
$0,00
0.00
$149,490.00
02830
Chain Link Fence & Gates
$18,890.00
$10,000.00
$10,000.00
52.94
$8,890.00
02835
Retaining Walls
$25,000.00
$0.00
$0.00
0.00
$25,000.00
02920
Seeding/Landscaping
$16,000.00
$0.00
$0.00
0.00
$16,000.00
03200
Concrete Reinforcement
03200.1
-Purchase
$661,997.00
$605,000.00
$15,000.00
$620,000.00
93.66
$41,997.00
03200.2
-Install
$312,165.00
$275,988.00
$12,000.00
$287,988.00
92.26
$24,177.00
03300
Concrete Work
03300.1
-Aeration Basin
$1,190,000.00
$998,000.00
$140,000.00
$1,138,000.00
95.63
$52,000.00
03300.2
-RAS/WAS Building
$215,000.00
$100,000.00
$100,000.00
46.51
$115,000.00
03300.3
-Aerated Biosolids Control Bldg No. 2
$110,000.00
$105,000.00
$5,000.00
$110,000.00
100.00
$0.00
03300.4
-Operations Building
$148,000.00
$0.00
$0.00
0.00
$148,000.00
03300.5
-Generator & Transformer Pads
$20,000.00
$0.00
$20,000.00
$20,000.00
100.00
$0.00
03400
Precast Walls & Plank
$1,062,500.00
$388,237.50
$388,237.50
36.54
$674,262.50
04810
Masonry
$75,000.00
$0.00
$0.00
0.00
$75,000.00
05500
Misc. Metals
05500.1
-Purchase
$200,000.00
$10,000.00
$18,000.00
$28,000.00
14.00
$172,000.00
05500.2
-Install
$95,000.00
$0.00
$10,000.00
$10,000.00
10.53
$85,000.00
06100
Carpentry
06100.1
-Purchase
$18,000.00
$0.00
$2,500.00
$2,500.00
13.89
$15,500.00
06100.2
-install
$22,000.00
$0.00
$2,500.00
$2,500.00
11.36
$19,500.00
07150
Dampproofing
$31,638.00
$5,000.00
$5,000.00
15.80
$26,638.00
07535
Roofing
$235,078.00
$68,000.00
$68,000.00
28.93
$167,078.00
07900
Caulking
$26,870.00
$7,500.00
$7,500.00
27.91
$19,370.00
08110
Doors & Frames
08110.1
-Purchase
$57,780.00
$25,000.00
$25,000.00
43.27
$32,780.00
08110.2
-Install
$35,000.00
$0.00
$0.00
0.00
$35,000.00
08360
Upward Acting Sectional Doors
$36,600.00
$0.00
$0.00
0.00
$36,600.00
08500
Windows
$25,000.00
$0.00
$0.00
0.00
$25,000.00
08800
i1steei Studs/Gypsum
$22,869.00
$0.00
$0.00
0.00
$22,869.00
Page 3 of 7
Project: Wastewater Treatment Facility Improvements 2014 Owner: City of Elk River Application Number 9
Contractor: Rice Lake Construction Group Date of application 7/3112015
Engineer: Bolton & Menk, Inc. Work completed through: 7/31/2015
Item
Pay Item Number Description
B
Scheduled Value
C
From Previous
Application (C+D)
D E
This Period Materials Presently
Stored (not in Col D)
Total Completed
and Stored to Date
(C + D + E)
%
(E)
Balance to
Finish
09310
Ceramic/Resilient Tile
$30,000.00
$0.00
$0.00
0.00
$30,000.00
09510
Acoustical Ceiling
$6,500.00
$0.00
$0.00
0.00
$6,500.00
09900
Painting
$373,921.00
$10,000.00
$74,000.00
$84,000.00
22.46
$289,921.00
10110
Marker Boards/Toilet Compartments/Toilet Accessories
10110.1
-Purchase
$8,000.00
$0.00
$0.00
0.00
$8,000.00
10110.2
-Install
$3,000.00
$0.00
$0.00
0.00
$3,000.00
10250
Safety Devices
10250.1
-Purchase
$10,000.00
$0.00
$0.00
0.00
$10,000.00
10250.2
-Install
$3,500.00
$0.00
$0.00
0.00
$3,500.00
10505
Metal Lockers
10505.1
-Purchase
$10,000.00
$0.00
$0.00
0.00
$10,000.00
10505.2
-Install
$4,000.00
$0.00
$0.00
0.00
$4,000.00
11280
Hydraulic Gates
11280.1
-Purchase
$50,000.00
$50,000.00
$50,000.00
100.00
$0.00
11280.2
-Install
$20,000.00
$0.00
$0.00
0.00
$20,000.00
11311
Submersible Centrifugal Pumps
11311.1
-Purchase
$278,868.00
$264,924.60
$264,924.60
95.00
$13,943.40
11311.2
-Install
$25,000.00
$0.00
$0.00
0.00
$25,000.00
11345
Chlorination & Dechlorination Eq.
11345.1
-Purchase
$330,000.00
$0.00
$0.00
0.00
$330,000.00
11345.2
-Install
$20,000.00
$0.00
$0.00
0.00
$20,000.00
11351
Clarifier Equipment
11351.1
-Purchase
$15,000.00
$13,507.74
$13,507.74
90.05
$1,492.26
11351.2
-Install
$12,000.00
$0.00
$0.00
0.00
$12,000.00
11356
Screw Press
11356.1
-Purchase
$575,000.00
$0.00
$0.00
0.00
$575,000.00
11356.2
-Install
$25,000.00
$0.00
$0.00
0.00
$25,000.00
11374
Fine Pore Aeration Equipment
11374.1
-Purchase
$100,000.00
$0.00
$84,000.00
$84,000.00
84.00
$16,000.00
11374.2
-Install
$75,000.00
$0.00
$15,000.00
$15,000.00
20.00
$60,000.00
11375
Blower System (PD w/Enclosure)
11375.1
-Purchase
$180,000.00
$0.00
$0.00
0.00
$180,000.00
11375.2
-Install
$30,000.00
$0.00
$0.00
0.00
$30,000.00
Page 4 of 7
Project: Wastewater Treatment Facility Improvements 2014 Owner: City of Elk River Application Number 9
Contractor: Rice Lake Construction Group Date of application 7/31/2015
Engineer: Bolton & Menk, Inc. Work completed through: 7/31/2015
Item
Pay Item Number Description
B
Scheduled Value
C
From Previous
Application (C+D)
D E
This Period Materials Presently
Stored (not in Col D)
Total Completed
and Stored to Date
(C + D + E)
%
(F)
Balance to
Finish
11376
Hybrid Blower System (Aft. No. 2)
11376.1
-Purchase
$270,000.00
$0.00
$0.00
0.00
$270,000.00
11376.2
-Install
$25,000.00
$0.00
$0.00
0.001
$25,000.00
11385
Coarse Bubble Aerobic Digester Mixing System
11385.1
-Purchase
$65,000.00
$0.00
$0.00
0.00
$65,000.00
11385.2
-Install
$40,000.00
$0.00
$0.00
0.00
$40,000.00
11386
Rapid Mixers
11386.1
-Purchase
$26,000.00
$0.00
$24,700.00
$24,700.00
95.00
$1,300.00
11386.2
-Install
$3,500.00
$0.00
$0.00
0.00
$3,500.00
11387
Submersible Mixers
11387.1
-Purchase
$75,000.00
$67,500.00
$67,500.00
90.00
$7,500.00
11387.2
-Install
$12,000.00
$0.00
$0.00
0.00
$12,000.00
11636
Phosphorus Analyzer
11636.1
-Purchase
$26,000.00
$16,500.00
$16,500.00
6146
$9,500.00
11636.2
-Install
$5,000.00
$0.00
$0.00
0.00
$5,000.00
12346
Casework/Lab Eq.
$45,000.00
$0.00
$0.00
0.00
$45,000.00
13126
Circular Tank Covers
13126.1
-Purchase
$292,837.00
$0.00
$0.00
0.00
$292,837.00
13126.2
-Install
$75,000.00
$0.00
$0.00
0.00
$75,000.00
14300
Hoists & Cranes
14300.1
-Purchase
$40,000.00
$0.00
$0.00
0,00
$40,000.00
14300.2
-Install
$12,000.00
$0.00
$0.00
0.00
$12,000.00
14500
Material Handling Equipment
14500.1
-Purchase
$10,000.00
$0.00
$0.00
0.00
$10,000.00
14500.2
-Install
$2,500.00
$0.00
$0.00
0,00
$2,500.00
14600
Conveyance Equipment
14600.1
-Purchase
$135,000.00
$0.00
$0.00
0.00
$135,000.00
14600.2
-Install
$22,250.00
$0.00
$0.00
0.00
$22,250.00
14621
Power Winch
14621.1
-Purchase
$20,000.00
$0.00
$0.00
0.00
$20,000.00
14621.2
-Install
$3,000.00
$0.00
$0.00
0.00
$3,000.00
15060
Process Piping
15060.1
-Purchase
$650,000.00
$10,000,00
$85,000.00
$95,000.00
14.62
$555,000.00
Page 5 of 7
Project: Wastewater Treatment Facility Improvements 2014 Owner: City of Elk River Application Number 9
Contractor: Rice Lake Construction Group Date of application 7/31/2015
Engineer: Bolton & Menk, Inc. Work completed through: 7/31/2015
Item
Pay Item Number Description
B
Scheduled Value
C
From Previous
Application (C+D)
D E
This Period Materials Presently
Stored (not in Col D)
Total Completed
and Stored to Date
(C + D + E)
%
U
Balance to
Finish
15060.2
-Install
$200,000.00
$0.00
$20,000.00
$20,000.00
10.00
$180,000.00
15100
Valves
15100.1
-Purchase
$265,000.00
$167,000.00
$90,000.00
$257,000.00
96.98
$8,000.00
15100.2
-Install
$110,000.00
$0.00
$15,000.00
$15,000.00
13.64
$95,000.00
15300
Fire Protection
$45,000.00
$0.00
$0.00
0.00
$45,000.00
15400
Plumbing
15400.1
-Copper Piping
15400.1.1
-Purchase
$45,000.00
$20,000.00
$5,000.00
$25,000.00
55.56
$20,000.00
15400.1.2
-Install
$100,000.00
$35,000.00
$30,000.00
$65,000.00
65.00
$35,000.00
15400.2
-Chemical Piping
15400.2.1
-Purchase
$18,000.00
$0.00
$0.00
0.00
$18,000.00
15400.2.2
-Install
$22,000.00
$0.00
$0.00
0.00
$22,000.00
15400.3
-Waste & Vent Piping
15400.3.1
-Purchase
$30,000.00
$27,000.00
$27,000.00
90.00
$3,000.00
15400.3.2
-Install
$62,000.00
$55,800.00
$55,800.00
90.00
$6,200.00
15480
Packaged Compressed Air System
15480.1
-Purchase
$5,000.00
$0.00
$0.00
0.00
$5,000.00
15480.2
-Install
$1,500.00
$0.00
$0.00
0.00
$1,500.00
15500
HVAC
15500.1
Equipment
$286,200.00
$34,118.00
$72,200.00
$106,318.00
37.15
$179,882.00
15500.2
Labor
$169,020.00
$0.00
$14,244.50
$14,244.50
8.43
$154,775.50
15500.3
Duct Insulation
$24,780.00
$0.00
$0.00
0.00
$24,780.00
15500.4
Test & Balance
$5,000.00
$0.00
$0.00
0.00
$5,000.00
15950
HVAC Controls
$67,400.00
$7,000.00
$7,000.00
10.39
$60,400.00
16000
Electrical
16000.1
General Provisions
$55,000.00
$31,500.00
$31,500.00
57.27
$23,500.00
16000.2
Basic Materials and Methods
$265,000.00
$21,800.00
$9,700.00
$31,500.00
11.89
$233,500.00
16000.3
Motors
$32,000.00
$0.00
$0.00
0.00
$32,000.00
16000.4
Power Generation System
$414,000.00
$2,100.00
$2,600.00
$4,700.00
1.14
$409,300.00
16000.5
Electrical Distribution
$385,000.00
$8,900.00
$800.00
$9,700.00
2.52
$375,300.00
16000.6
Lighting
$85,000.00
$4,200.00
$13,400.00
$17,600.00
20.71
$67,400.00
16000.7
Special Systems
$24,000.00
$0.00
$0.00
0.00
$24,000.00
16000.8
Starters and Motor Control
$330,000.00
$4,200.001
$2,900.00
$7,100.00
2.15
$322,900.00
Page 6 of 7
Project: Wastewater Treatment Facility Improvements 2014 Owner: City of Elk River Application Number 9
Contractor: Rice lake Construction Group Date of application 7/31/2015
Engineer: Bolton & Menk, Inc. Work completed through: 7/31/2015
Item B
Pay Item Number Description Scheduled Value
C
From Previous
Application (C+D)
D E Total Completed
This Period Materials Presently and Stored to Date
Stored (not in Col D) (C + D + E)
%
(�
Balance to
Finish
16000.9 Instrumentation and Control $480,000.00
$0.00
$0.00
0.00
$480,000.00
Change Order No. 1 $259,991.59
$259,991.59
$259,991.59
100.00
$0.00
$16,785,191.59
$5,983,430.99
$964,359.50 $0.00 $6,947,790.49
41.39
$9,837,401.10
EJCDC No. C-620 (2002 Edition)
Prepared by the Engineers' Joint Contract Documents Committee and endorsed by the Associated General Contractors of America and the Construction Specifications Institute.
Page 7 of 7
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 $3,805,372.62
TOTAL, COMPLETED WORK TO DATE $1,815,926.37
TOTAL, STORED MATERIALS TO DATE $0.00
DEDUCTION FOR STORED MATERIALS USED IN WORK COMPLETED $0.00
TOTAL, COMPLETED WORK & STORED MATERIALS $1,815,926.37
RETAINED PERCENTAGE ( 5%) $90,796.32
TOTAL AMOUNT OF OTHER PAYMENTS OR (DEDUCTIONS) $0.00
NET AMOUNT DUE TO CONTRACTOR TO DATE $1,725,130.05
TOTAL AMOUNT PAID ON PREVIOUS ESTIMATES $1,536,230.60
PAY CONTRACTOR AS ESTIMATE NO. 3 $188,899.45
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 rc ? (-
Name Title
Date
CHECKED AND APPROVED AS TO QUANTITIES AND AMOUNT:
ENGINEER: BOLTON & M NK, INC., 7533 Sunwood Drive NW, Suite 206, Ramsey, MN 55303
� J
By , PROJECT ENGINEER
Cody . Holmei, P.E.
Date
APPROVED FOR PAYMENT:
OWNER:
By
Name Title Date
And
Name Title Date
Partial Pay Estimate No.:
2015 STREET IMPROVEMENTS
CITY OF ELK RIVER
SAP 204-135-001.204-107-007.204-114-003.204-116-002
BMI PROJECT NO. N15.108340
WORK COMPLETED THROUGH JULY 31. 2015
ITEM
NO. T
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 LUMP SUM
$149,206.38
1 LUMP SUM
$149,206.38
1.00 LUMP SUM
$149,206.38
2
2101.511 CLEARING AND GRUBBING
$3,733.15
1 LUMP SUM
$3,733.15
0 LUMP SUM
$0.00
0.00 LUMP SUM
$0.00
3
2104.501 REMOVE CONCRETE CURB & GUTTER
$4.80
880
LIN FT
$4,224.00
609
LIN FT
$2,923.20
609.00
LIN FT
$2,923.20
4
2104.501 REMOVE SEWER PIPE STORM
$10.93
764
LIN FT
$8,350.52
0
LIN FT
$0.00
0.00
LIN FT
$0.00
5
2104.503 REMOVE CONCRETE DRIVEWAY PAVEMENT
$1.33
5013
SO FT
$6,667.29
4192
SO FT
$5,575.36
4,192.00
SO FT
$5,575.36
6
2104.505 REMOVE CONCRETE VALLEY GUTTER
$14.40
40
SO YD
$576.00
56.2
SO YD
$809.28
56.20
SO YD
$809.28
7
2104.505 REMOVE BITUMINOUS DRIVEWAY PAVEMENT
$5.07
1628
SO YD
$8,253.96
0
SO YD
$0.00
977.40
SO YD
$4,955.42
8
2104.505 REMOVE BITUMINOUS PAVEMENT
$6.24
400
SO YD
$2,496.00
0
SO YD
$0.00
0.00
SO YD
$0.00
9
2105.501 COMMON EXCAVATION P
$17.60
16416
CU YD
$288,921.60
0
CU YD
$0.00
0.00
CU YD
$0.00
10
2105.505 MUCK EXCAVATION LV
$0.53
12000
CU YD
$6,360.00
0
CU YD
$0.00
0.00
CU YD
$0.00
11
2105.507 SUBGRADE EXCAVATION EV
$10.13
710
CU YD
$7,192.30
483
CU YD
$4,892.79
483.00
CU YD
$4,892.79
12
2105.521 GRANULAR BORROW CV
$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
0
CU YD
$0.00
0.00
CU YD
$0.00
14
2105.535 PLACE SALVAGED AGGREGATE FROM STOCKPILE CLASS 7
$4.00
7275
CU YD
$29,100.00
529
CU YD
$2,116.00
561.00
CU YD
$2,244.00
15
2105.607 POND EXCAVATION P
$10.40
665
CU YD
$6,916.00
0
CU YD
$0.00
0.00
CU YD
$0.00
16
2118.607 AGGREGATE SURFACING CV CLASS 2
$63.90
925
CU YD
$59,107.50
0
CU YD
$0.00
646.00
CU YD
$41,279.40
17
2211.501 AGGREGATE BASE CV CLASS 5
$10.67
15570
TON
$166,131.90
0
TON
$0.00
0.00
TON
$0.00
18
2215.501 BITUMINOUS PAVEMENT RECLAMATION IN-PLACE 8" DEPTH
$1.62
48764
SO YD
$78,997.68
48119.68
SO YD
$77,953.88
61,018.68
SO YD
$98,850.26
19
2215.501 BITUMINOUS PAVEMENT RECLAMATION 8" DEPTH
$2.08
32576
SO YD
$67,758.08
0
SO YD
$0.00
0.00
SO YD
$0.00
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
SO YD
$33,880.00
781
SO YD
$33,075.35
781.00
SO YD
$33,075.35
22
2231.604 BITUMINOUS PATCH - SPECIAL DRIVEWAY
$29.28
1938
SO YD
$56,744.64
977.4
SO YD
$28,618.27
977.40
SO YD
$28,618.27
23
2232.501 MILL BITUMINOUS SURFACE 1.5"
$1.38
4226
SO YD
$5,831.88
10897
SO YD
$15,037.86
10,897.00
SO YD
$15,037.86
24
2232.501 MILL BITUMINOUS SURFACE 3"
$1.11
6563
SO YD
$7,284.93
12852.86
SO YD
$14,266.67
12,852.86
SO YD
$14,266.67
25
2232.501 MILL BITUMINOUS SURFACE TAPER 0" - 2"
$0.92
11305
SO YD
$10,400.60
8917
SO YD
$8,203.64
8,917.00
SO YD
$8,203.64
26
2360.501 TYPE SP 9.5 WEARING COURSE MIXTURE 2,C
$61.02
19037
TON
$1,161,637.74
10312.59
TON
$629,274.24
10,312.59
TON
$629,274.24
27
2360.501 TYPE SP 9.5 WEARING COURSE MIXTURE 4,E
$60.09
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
636563.2
4785.86
TON
$261,547.25
6,186.00
TON
$338,064.90
29
2411.618 MODULAR BLOCK RETAINING WALL
$30.53
525
SO FT
$16,028.25
0
SO FT
$0.00
0.00
SO FT
$0.00
30
2501.515 12" RC PIPE APRON
$602.64
16
EACH
$9,642.24
0
EACH
$0.00
0.00
EACH
$0.00
31
2501.515 15" RC PIPE APRON
$693.30
6
EACH
$4,159.80
0
EACH
$0.00
0.00
EACH
$0.00
32
2501.515 18" RC PIPE APRON
$735.96
6
EACH
$4,415.76
0
EACH
$0.00
0.00
EACH
$0.00
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
0
EACH
$0.00
0.00
EACH
$0.00
35
2501.602 TRASH GUARD FOR 15" PIPE ARPON
$405.31
6
EACH
$2,431.86
0
EACH
$0.00
0.00
EACH
$0.00
36
2501.602 TRASH GUARD FOR 18" PIPE ARPON
$474.64
6
EACH
$2,847.84
0
EACH
$0.00
0.001
EACH
$0.00
37
2503.541 12" RC PIPE SEWER DESIGN 3006 CLASS V
$30.93
532
LIN FT
$16,454.76
0
LIN FT
$0.00
0.00
LIN FT
$0.00
38
2503.541 15" RC PIPE SEWER DESIGN 3006 CLASS V
$33.07
229
LIN FT
$7,573.03
0
LIN FT
$0.00
0.00
LIN FT
$0.00
39
2503.541 18" RC PIPE SEWER DESIGN 3006 CLASS V
$37.33
300
LIN FT
$11,199.00
0
LIN FT
$0.00
0.00
LIN FT
$0.00
40
2504.602 ADJUST GATE VALVE AND BOX
$266.65
13
EACH
$3,466.45
0
EACH
$0.00
13.00
EACH
$3,466.45
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
5
EACH
$2,133.25
10.00
EACH
$4,266.50
43
2511.501 RANDOM RIPRAP CLASS II
$98.13
42
CU YD
$4,121.46
0
CU YD
$0.00
0.00
CU YD
$0.00
44
2521.602 6" CONCRETE SPILLWAY SPECIAL
$213.32
89
EACH
$18,985.48
0
EACH
$0.00
0.00
EACH
$0.00
45
2531.501 CONCRETE CURB & GUTTER DESIGN B618
$10.61
26613
LIN FT
$282,363.93
634
LIN FT
$6,726.74
634.00
LIN FT
$6,726.74
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
SO YD
$3,686.40
0
SO YD
$0.00
0.00
SO YD
$0.00
48
2531.507 CONCRETE DRIVEWAY PAVEMENT 7"
$43.20
1897
SO YD
$81,950.40
447.93
SO YD
$19,350.58
447.93
SO YD
$19,350.58
49
2531.604 CONCRETE MEDIAN NOSE -SPECIAL
$57.60
42
SO YD
$2,419.20
0
SO YD
$0.00
0.00
SO YD
$0.00
50
2531.604 7" CONCRETE VALLEY GUTTER
$57.60
40
SO YD
$2,304.00
56.2
SO YD
$3,237.12
56.20
SO YD
$3,237.12
Partial Pay Estimate No.: 3
2015 STREET IMPROVEMENTS
CITY OF ELK RIVER
SAP 204-135-001,204-107-007,204-114-003,204-116-002
BMI PROJECT NO. N15.108340
WORK COMPI FTFn THROI IGH .II II Y 31 9815
ITEM
NO.
ESTIMATED
QUANTITY
ITEM
51 2535.501
BITUMINOUS CURB (6")
52 2563.601
ESTIMATED
AMOUNT
TRAFFIC CONTROL
53 2563.601
LIN FT
FLAG PERSON (BNSF CROSSING)
54 2564.531
1
SIGN PANEL TYPE C
55 2565.602
15,999.23
NMC LOOP DETECTOR 6'X 6'
56 2573.502
$15,999.-e
SILT FENCE TYPE MACHINE SLICED
57 2573.53
STORM DRAIN INLET PROTECTION
58 2573.533
$1,056.42
SEDIMENT CONTROL LOG TYPE WOOD CHIP
59 2573.535
$41,200.
STABILIZED CONSTRUCTION EXIT
60 2574.508
LIN FT
FERTILIZER TYPE 3
61 2574.525
48
COMMON TOPSOIL BORROW CV
62 2575.501
$3.04
SEEDING
63 2575.502
$11,764.E
SEED MIXTURE 25-121
64 2575.562
EACH
HYDRAULIC MATRIX TYPE BONDED FIBER
65 2582.501
1745
PAVEMENT MESSAGE LEFT TURN ARROW EPDXY
66 2582.501
$9.07
PAVEMENT MESSAGE RIGHT TURN ARROW EPDXY
67 2582.501
$21,405.2
PAVEMENT MESSAGE (LEFT-THRU ARROW) EPDXY
68 2582.501
ACRE
PAVEMENT MESSAGE THRU ARROW EPDXY
69 2582.501
305
PAVEMENT MESSAGE (RR XING) EPDXY
70 2582.502
$1.07
4" SOLID LINE WHITE - EPDXY
71 2582.502
$18,725.0
4" BROKEN LINE WHITE - EPDXY
72 2582.502
EACH
4" SOLID DOUBLE LINE YELLOW - EPDXY
73 2582.502
6
24" SOLID LINE WHITE - EPDXY
74 2582.503
$192.99
CROSSWALK MARKING - EPDXY
TOTAL AMOUNT:
CHANGE ORDER #1
80 2531.501 CONCRETE CURB & GUTTER DESIGN B618
TOTAL AMOUNT:
PREVIOUS ESTIMATE
ESTIMATED
QUANTITY
AS BID
848.5
UNIT
PRICE
ESTIMATED
QUANTITY
ESTIMATED
AMOUNT
$6.24
2100
LIN FT
$13,104.0
$8,746.24
1
LUMP SUM
$8,746.2-
15,999.23
1
LUMP SUM
$15,999.-e
$32.00
435
SQ FT
$13,920.0
$1,056.42
39
EACH
$41,200.
$1.92
6498
LIN FT
$12,476.1
$127.99
48
EACH
$6,143.
$3.04
3870
LIN FT
$11,764.E
$874.63
2
EACH
$1,749.2
$0.53
1745
POUND
$924.E
$9.07
2360
CU YD
$21,405.2
$133.33
5
ACRE
$666.E
$3.35
305
POUND
$1,021.7
$1.07
17500
POUND
$18,725.0
$124.88
9
EACH
$1,123.5
$124.88
6
EACH
$749.-2
$192.99
2
EACH
$385.5
$124.88
2
EACH
$249.7
$737.91
4
EACH
$2,951.E
$0.26
26856
LIN FT
$6,982.
$0.26
1660
LIN FT
$431.E
$0.51
264281
LIN FT
$13,478.2
$7.95
2851
LIN FT 1
$2,265.7
$4.54
14581
SQ FT 1
$6,619.
$3,731,843.7
49,206.38
0.05
LUMP SUM
$7,460.
$4.80
35
LIN FT
$168.0
$0.01
25
TON
$0.-e
$1.38
9900
SQ YD
$13,662.0
$61.02
850
TON
$51,867.0
$10.61
35
LIN FT
$371.
PREVIOUS ESTIMATE
ESTIMATED
QUANTITY
ESTIMATED
AMOUNT
848.5
LIN FT
$5,294.64
0.5 LUMP SUM
$4,373.12
0 LUMP SUM
$0.00
0
SQ FT
$0.00
38
EACH
$40,143.96
0
LIN FT
$0.00
17
EACH
$2,175.83
0
LIN FT
$0.00
0
EACH
$0.00
0
POUND
$0.00
25
CU YD
$226.75
0
ACRE
$0.00
0
POUND
$0.00
0
POUND
$0.00
0
EACH
$0.00
0
EACH
$0.00
0
EACH
$0.00
0
EACH
$0.00
0
EACH
$0.00
0
LIN FT
$0.00
0
LIN FT
$0.00
0
LIN FT
$0.00
0
LIN FT
$0.00
0
SQ FT
$0.00
$1
101 LIN FT 1 $106.1
$68.539.1
COMPLETED TO DATE
ESTIMATED
QUANTITY
ESTIMATED
AMOUNT
59.50
LIN FT
$25,955.28
0.50 LUMP SUM
$4,373.12
0.00 LUMP SUM
$0.00
3.00
SQ FT
$96.00
38.00
EACH
$40,143.96
0.00
LIN FT
$0.00
45.00
EACH
$5,759.55
0.00
LIN FT
$0.00
0.00
EACH
$0.00
50.00
POUND
$185.50
25.00
CU YD
$226.75
2.00
ACRE
$266.66
62.00
POUND
$207.70
00.00
POUND
$3,745.00
8.00
EACH
$999.04
6.00
EACH
$749.28
2.00
EACH
$385.98
2.00
EACH
$249.76
0.00
EACH
$0.00
93.00
LIN FT
$440.18
40.00
LIN FT
$452.40
99.00
LIN FT
$9,740.49
18.50
LIN FT
$1,737.08
14.00
SQ FT
$5.965.56
$1,747
10.001 LIN FT 1 $106.10
$68.539.10
PAY ESTIMATE #5
CITY OF ELK RIVER
Natures Edge Business Center - Phase 2 Improvements
July 31, 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.
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
$4100,00 $
9.430.00
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 YD
$2.80is
2,270,80
811
$
2,270.80
5
SALVAGE RANDOM RIPRAP
20
CU YD
$9.00 $
180,00
20
$
180.00
6
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 YD
$27.00
8,775.00
325
$
8L775,00
8
AGGREGATE BASE CLASS 6 - STREET C P
2,706
CU YD
$21.80 $
58 069.00
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,B 2.5" THICK
1,674
SQ YD
$10.40 $
17,409.60
1 538
$
15,995,20
11
TYPE SP 12.5 WEARING COURSE MIXTURE 3,B 2.0" THICK
8,660
SQ YD
$7.901$
68,335.00
$
12
TYPE SP 12.5 NON WEARING COURSE MIXTURE 3,B 2.5" THICK
8,650
SO YD
$9.401$
87 310.00
_8,650
$
81,310.00
13
4" POLYSTYRENE INSULATION
30
SY
$46.501$
1,395.00
14.22
$
&61.23
14
6" CONCRETE WALK
949
1 $0 FT
$5.35 $
5,077.15
897
$
4,798.95
15
CONCRETE 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
60
$
1,660.00
17
TYPE III BARRICADES
7
EACH
$245.00 $
1,715.00
7
$
1,715.00
18
FURNISH SIGN PANELS TYPE C
23
SQ FT
$39.00 $
897.00
23
$
897.00
19
SILT FENCE, TYPE MS
6,708
LIN FT
$1,851$
12,409.80
6,524
$
12,069.40
20
STORM DRAIN INLET PROTECTION
9
EACH
$240,001$
2,160.00
9
$
2,160.00
21
STABILIZED CONSTRUCTION EXIT
1
LUMP SUM
$990,00 $
990.00
1
$
990,00
22
EROSION CONTROL SUPERVISOR
1
LUMP SUM
$3,250.00 $
3,250.00
$
3,250.00
23
SEEDING
39
ACRE
$97.00 $
3,783.00
$
3,541.47
24
SEED MIXTURE 25-121
2379
POUND
$4,55 $
10,824.45
$
10,255.70
25
MULCH MATERIAL TYPE 1
78
TON
$235.00 $
18,330.00
d23,35O
$
11,914.50
26
EROSION CONTROL BLANKETS CATEGORY 3
20,640
SQ YD
$1.15 $
23,736.00
$
26,852.50
27
FERTILIZER TYPE 1
11700
POUND
0.45 $
5,265.00
$
4,174.65
28
EROSION CONTROL
1
LUMP SUM
$3,500.00 $
3,500.00
1.0D
$
3,500.00
29
PAVEMENT MESSAGE (LT ARROW) EPDXY
2
EACH
$153.00 $
308.00
$
30
PAVEMENT MESSAGE RT ARROM EPDXY
2
EACH
$153.001 $
306.00
$
31
4" SOLID LINE WHITE -EPDXY
550
LIN FT
$0.80 $
440.00
$
32
4" DDUBLE SOLID LINE YELLOW- EPDXY
1.456
LIN FT
$1.00 $
1,456.00
$
33
1CROSSWALK MARKING-EPDXY
1 162
1 SOFT
$8.20 $
1,328.40
$
Total Bid Schedule "A" $ 663,460,14 $ 603,50B.74
S:WlunicipaIXAeikrivertER3021Pay EStimates1ER302 PE.xlsx PE -1
PAY ESTIMATE #5
CITY OF ELK RIVER
Natures Edge Business Center - Phase 2 Improvements
Bid Schedule "B" - Storm Sewer
ITEM
NO.
ITEM DESCRIPTION
ESTIMATED
QUANTITY
UNIT
CONTRACT
UNIT PRICE
CONTRACT
AMOUNT
USED TO
DATE
EXTENSION
34
BULKHEAD
6
EACH
$85.00 $
51Q.00
6
$ 510.00
35
24" RC PIPE CULVERT CLASS III
168
LIN FT
$28.50 $
4,788.00
184
$ 5,244.00
36
15" RC PIPE APRON
4
EACH
$570.00 $
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
$1,000.0 $
1,000.00
1
$ 1,000.00
39
TRASH GUARD FOR 36" PIPE APRON
1
EACH
$425.00 $
425,00
1
$ 425.00
40
30" PERF CP PIPE SEWER
209
LIN FT
$78.00 $
16,302.00
209
$ 16,302.00
41
36" PERF CP PIPE SEWER
1,160
LIN FT
$90.00 $
104400.00
11159
$ 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 III
91
LIN FT
$29.501 $
2,684.50
99
$ 2,920.5D
44
36" RC PIPE SEWER DESIGN 3006 CL III
217
LIN FT
$61.501 $
13,345.50
215
$ 13,222,5D
45
CONSTRUCT DRAINAGE STRUCTURE DESIGN SPECIAL POND OUTLET
2
EACH
$3,000.001 $
6,000.00
2
$ 6,000.00
46
CONSTRUCT DRAINAGE STRUCTURE DESIGN 46-4020
36.6
LIN FT
$295.001$
10 797.00
36.55
$ 10 782.25
47
CONSTRUCT DRAINAGE STRUCTURE DESIGN 60-4020
96A
LIN FT
$248.00 $
23 907.20
64.05
$ 20,844.40
CONSTRUCT DRAINAGE STRUCTURE DESIGN 72-4020
23.2
LIN FT
$340.OD $
7 888.00
36.79
$ 1Z,508.60
CONSTRUCT DRAINAGE STRUCTURE DESIGN 84-4020
21.3
LIN FT
$620.00 $
13 206.00
21.31
$ 13212.20
E411
CASTING ASSEMBLY
21
EACH
$650.00 $
13,650.00
21
$ 13,650.00
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" . Sanitary Sewar
ITEM
NO.
ITEM DESCRIPTION
ESTIMATED
QUANTITY
UNIT
CONTRACT
UNIT PRICE
CONTRACT
AMOUNT
USED TO
DATE
EXTENSION
52
WELDED STEEL PIPE - JACKED
54
LIN FT
$585.00 $
31,590.00
54
$ 31 590.00
53
8" PVC PIPE SEWER SDR 35
340
LIN FT
$27.00 $
9180-00
340
$ 9180.00
54
12" PVC PIPE SEWER SDR 35
1,645
LIN FT
$34.00 $
55,930.00
1,632
$ 55,488.00
55
6" PVC PIPE PLUG - SEWER
5
EACH
$35.00 $
175-00
5
$ 175.00
56
8" PVC PIPE PLUG -SEWER
2
EACH
$52.00 $
104-00
2
$ 104.00
57
12" PVC PIPE PLUG - SEWER
1
EACH
$111.001s
111.00
1
$ 111.00
58
CONNECT TO EXISTING SANITARY SEWER
1
EACH
$1,350.001$
1,350,00
1
$ 1.350.00
59
6" PVC SANITARY SERVICE PIPE $DR 26
284
LIN FT
$25.00 $
7,100.00
284
$ 7,100.00
60
CLEAN AND VIDEO TAPE PIPE SEWER
1 1.985 1
LIN FT
$1.25 $
2,481.25
1,972 1
$ 2,465,00
61
CONSTRUCT SANITARY STRUCTURE DESIGN 4BA007 0-12'
8
EACH
$2,165,00 $
17 320.00
8
$ 17 320.00
62
CONSTRUCT EXTRA DEPTH SANITARY STRUCTURE >12'
35.3
LIN FT
$88.00 $
3,106.40
35.33
$ 3,109.04
63
CASTINGASSEMBLY
8
EACH
$830.00 $
6,640.00
8
$ 6,640.00
Total Bid Schedule "C" $ 135,087.65 $ 134,632.04
Bid Schadula "D"-Watarmaln
ITEM
NO.
REM 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
$ 1,484.400
66
8" WATERMAIN DUCTILE IRON CL 52
549
LIN FT
$33.00 $
18,117.00
568
$ 18 744.00
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
$61.00 $
39,345.00
650
$ 39,650.00
69
6" GATE VALVE AND BOX
4
EACH
$1,135.00 $
4,540.00
4
$ 4,540.00
70
8" GATE VALVE AND BOX
10
EACH
$1,645.00 $
16,450.00
9
$ 14,605.00
71
12" BUTTERFLY VALVE AND BOX
1
EACH
$1,930.00 $
1,930.00
1
$ 1,930.00
72
16" BUTTERFLY VALVE AND BOX
2
EACH
$2,750.00 $
5,500.00
2
$ 5 500.00
73
CONNECT TO EXISTING WATERMAIN
1
EACH
1 $3.000.001 $
3,000.00
1
$ 300()-00
74
HYDRANT
5
EACH
I $3,50D.00 $
17,500.00
4
$ 14 000.00
75
HYDRANT EXTENSION
10
LIN FT
$620.00 $
6,200.00
9.5
$ 5 890.00
Total Bid Schedule "D" $ 169,632.00 $ 164,929.80
S.\Munlcipai\AeIMveAER302\Pay Estimates\ER302 PE.xlsx PE -2
PAY ESTIMATE #6
CIN OF ELK RIVER
Natures Edge Business Center - Phase 2 improvements
Rld SChadnla "F" _ Mnhilbnfinnrla fftrinn R T—ffi, Cnnfrni
ITEM
NO. ITEM DESCRIPTION
ESTIMATED
QUANTITY
UNIT
CONTRACT
UNITPRICE
CONTRACT
AMOUNT
USED TO
DATE
EXTENSION
78 MOBILIZATION
1
LUMP SUM
$24 700.00 $
24 700.00
1
$ 24,700.00
77 DEWATERING
1
LUMP SUM
$59 415.00 $
59,415.00
1
$ 59,415.00
78 TRAFFIC CONTROL
1
LUMP SUM
$1,225'.00 $
1,225.00
1
$ 1,225.00
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:
Less Pay Estimate #4:
WE RECOMMEND PAYMENT OF:
APPROVALS:
CONTRACTOR: LATOUR CONSTRUCTION, INC.
Certification by Cq"ctor: I certify 41: all items and amounts are correct for the work completed to date.
'a ge%,V- Date f -bo !F
ENGINEER: HAKANSON ANDERSON
We recommend payment for work and quantities as shown.
OWNER: CITY OF ELK RIVER
Signed:
S:\MunicipahAe1kdver1ER3021Pay ESUmaleMER302 PE.xlsx PE - 3
$ 683,460.14
$ 237,708.10
$ 135,087.65
$ 169,632.00
$ 85,340.00
$ 85,340.00
$ 603,508.74
$ 239,750.35
$ 134,632.04
$ 164,929.80
$ 85,340.00
$ 1,228,160.93
$ 61,406.05
$ 542,279-95
$ 374,959.33
$ 198,075.35
$ 38,273.69
$ 13,164.56