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Agenda for the Common Council Meeting
Thursday, October 8, 2020 1:00 p.m. Via Zoom
Join Zoom Meeting https://us02web.zoom.us/j/84048238274?pwd=d2JuOUxkWVFCakUvUnRUL3UrcVRQUT09
Meeting ID: 840 4823 8274 Passcode: 152574
(Click on agenda items highlighted in blue to access documents related to that item)
1. Call to Order and Pledge of Allegiance
2. Clerk’s Roll Call
3. New Business A. Discussion and possible action on WWTP – Magney Construction Change Order #5
4. Adjournment
Rich O’Connor, Mayor Posted in City Hall lobbies, Hudson Area Public Library lobby and emailed to Hudson Star Observer on __________.
Some agenda items may be taken up earlier in the meeting, or in a different order than listed. Upon reasonable notice, an interpreter or other auxiliary aids will be provided at the meeting to accommodate the needs of the public. Please contact the City Clerk at 715-386-4765, ext. 140.
HUDSON PUBLIC UTILITIES ISSUE SHEET
DATE: October 5, 2020
SUBMITTED TO: Mayor & City Council
SUBMITTED BY: Utility Director Peters
REGARDING: WWTP-Magney Const. Change Order #5
ISSUE: The proposal letter represents and provides a summary of the additional construction costs needed to continue this construction project. These changes relate to selective demolition of existing pile beams and modifying the foundation of the new pretreatment building to incorporate the existing piles and to add new piles for the entire structure and associated changes based on the revised design. This also includes impacts from the construction schedule changing from this summer to this fall and winter.
FUNDING SOURCE: Resolution 14-20 adopted sewer rate increases of 11% in 2021 and 38% in 2022
which used $12,695,000 total project costs as a place holder to determine the coverage needed. Adding in the
change order proposal of $359,511.61 brings the new total project costs to approximately $12,345,129.37. See
chart of expenses below. Summary Table
Hudson WWTP Improvements Project Costs
CONTRACT DESCRIPTION Date of Contract Contract Amount Invoiced or Payments thru Aug 31 2020
Notes
SEH Engineering Contract (SEH Proj#149714) 1/7/2019 $1,639,730.00 $991,917.11 Facility Plan Report/Preliminary Design, Design, Bidding phase completed and invoiced. Construction Services phase begun following bidding.
SEH Condition Report 9/15/2017 $25,000.00 $25,000.00 Condition Report completed prior to Facility plan
SEH Rebidding 4/8/2020 $19,800.00 $19,800.00 Rebidding Completed
SEH Propert Survey for Legal Approval Jun-Jul 2020 $6,285.76 $6,285.76 Property survey search, survey, and attorney correspondence to obtain Attorney's legal opinion on Land Ownership
SEH Amendment for Pile Modification Design TBD TBD ?
PSI Intertek Contract and Invoicing directly to City of Hudson
PSI Intertek - Soil Borings 6/18/2019 $3,475.00 $3,475.00 Soil report dated Aug 14, 2019
PSI Intertek - Construction Material Testing Services 7/6/2020 $31,515.00 ? Material testing started in late July/early August
PSI Interek - Boring for new piles 7/31/2020 $3,100.00 ? Boring drilled July 31, 2020, Report dated Aug 7, 2020
Magney Original Construction Contract 6/2/2020 $10,055,600.00 $466,950.36 Magney Pay Applications #1-3 (June, July, Aug 2020)
Magney Change Order for Pile Foundation Modification 9/28/2020 $359,511.61 $0.00 Proposal letter 9/28/2020 to be discussed at 9/30 PUC mtg
Contingency for other Change Orders 2% TBD $201,112.00 $0.00 TBD
TOTAL $12,345,129.37 $1,513,428.23
With the new rates in place in 2021 and 2022 we will have enough revenue coverage to accept the change order
with what was budgeted and will be applied for through the Clean Water Fund Loan. Sean Lentz has confirmed
with DOA that revenues generated by the 2021 and 2022 percent increase will cover the Clean Water Fund Loan
repayment schedule.
COMMITTEE RECOMMENDATION: September 30, 2020 the Public Utility Commission voted to accept
Change Order #5 from Magney Construction in the amount of $359,511.61. Motion by Prissel, second by Nolan,
all vote yes, passes 4-0.
Engineers | Architects | Planners | Scientists
Short Elliott Hendrickson Inc., 3535 Vadnais Center Drive, St. Paul, MN 55110-5196
SEH is 100% employee-owned | sehinc.com | 651.490.2000 | 800.325.2055 | 888.908.8166 fax
September 29, 2020 RE: City of Hudson, Wisconsin
Hudson Waste Water Treatment Plant -
WWTP Improvements Project – Magney
Construction – Proposal for Pretreatment
Building Pile Foundation Modifications
SEH No. 149714 14.00
Mr. Kip Peters
Utility Director
City of Hudson
505 3rd Street
Hudson, WI 54016-1694
Dear Mr. Peters: Attached to this cover letter is the proposal letter titled - RFP-005 Pretreatment Building Revisions dated September 28, 2002 from the Magney Construction. The proposal letter represents and provides a summary of the additional construction costs needed to continue this construction project. These changes relate to selective demolition of existing pile beams and modifying the foundation of the new pretreatment building to incorporate the existing piles and to add new piles for the entire structure and associated changes based on the revised design. This also includes impacts from the construction schedule changing from this summer to this fall and winter. Additional background information providing an explanation of the revisions and additional engineering and construction work involved are provided in the SEH memorandum dated August 6, 2020 and discussed at the August 8, 2020 PUC meeting. Structural, Architectural, Geotechnical, and Process engineers from Short Elliott Hendrickson, Inc. (SEH) have discussed this proposal and the needed changes they represent with Hudson Staff and the WI DNR CME, Charlie Cameron. SEH recommends approval of this proposal. Jason Burns, SEH-Structural Engineer, and I will be attending the Hudson PUC meeting tomorrow night to provide more information and answer additional questions you may have related to this letter and the additional construction work.
Sincerely,
SHORT ELLIOTT HENDRICKSON INC.
John Friel, PE
Project Manager
c: Jason Burns, PE – SEH Structural Enclosure: Magney Construction – RFP-005 Pretreatment Building Revisions dated September 28, 2020
Proposal
SEND TO
Company name From
Peter Nordang Attention Date
John FrielFax Phone Proposal #
Urgent Please comment X Please review For your information
Total pages, including cover: 65
COMMENTS
Re: RFP 005 - Pretreatment Building Revisions
John,
95,101.01$
21,786.38$
$81,328.04
-$
$27,500.00
35,685.75$
$49,817.90
1,217.60$
Subtotal 312,436.68$
General Contractor's Overhead Labor/Material 15%, Equip/Subs 5% 41,761.95$
Bond & Insurance premiums 5,312.98$
Total 359,511.61$
Additional Calendar Days Required for this Change: 110.0
Thank you,
Peter Nordang _________________________________________________
Project Manager Accepted By Date
S.E.H.
9/28/2020
Please review this proposal and feel free to contact me with any questions, comments or concerns.
RFP 005 - Pretreatment Building Revisions
Subcontractor: Work Order
Equipment:
Labor: Work Order
Please see the pricing below for the added work for removing extra rebar, grade beams, and portions of steel pipe pile under the existing garage that was demolished to make room for the pretreatment building. The work is to also include all of the revisions and changes to the pretreatment building per the drawings issued in SEH PR No 005. Atlas could start mobilizing the week of 9/28/20 if Magney is given the go ahead by 9/23/20.
Material:
Labor:
Material: Work Order
Equipment: Work Order
Subcontractor:
Page 1 of 1
Task Qty Unit Labor U/C Labor Cost Mater U/C Material Cost Equip E/C Equip Cost Sub U/C Sub Cost
315.72 MH 88.99 28,095.57$ $18,170.00
418.64 MH 88.99 37,254.57$ $25,500.00 $27,500.00
269.01 MH 88.99 23,939.46$ $18,318.00 $2,932.00
MH $1,940.00
9.13 MH 88.99 812.20$ $675.00
MH $2,500.00
MH $500.00
-17.93 MH 88.99 (1,595.58)$ -$3,882.00 -$714.00
74.12 MH 88.99 6,595.85$ $19,047.45 $700.00
$3,500.00 $41,960.00
95,101.01$ $81,328.04 $27,500.00 $49,817.90
General Conditions
Precast Structural Concrete
Painting
Earthwork
Geofoam
Winter Conditions
Concrete and Rebar
Structural & Misc Metals
Roofing
Piling
Page 1 of 1
Task Qty Unit Labor U/C Labor Cost Mater U/C Material Cost Equip E/C Equip Cost Sub U/C Sub Cost
315.72 MH 88.99 28,095.57$ $18,170.00
256.09 MH 101.38 25,962.21$
24.00 MH 88.89 2,133.36$
$1,913.45
$255.60
$545.28
$360.00
$144.13
$300.99
$2,500.00 Calculated by estimating program based on Labor
$2,485.00
$375.00
$4,722.00 Calculated by estimating program based on Labor
$4,018.00 Calculated by estimating program based on Labor
$2,464.00 Calculated by estimating program based on Labor
28,095.57$ $18,170.00 $1,913.45
418.64 MH 88.99$ 37,254.57$ $25,500.00 $27,500.00
115.00 MH 88.99$ 15,700.00$
2.00 MO $10,800.00 $21,600.00
5.00 MO $1,215.00 $6,075.00
98.32 MH 88.99$ 4,200.00$
98.32 MH 88.99$ 13,754.57$ $5,500.00
-$ $20,000.00
100.00 MH 88.99$ 3,600.00$
418.64 37,254.57$ -$ 25,500.00$ 27,675.00$ -$ -$
269.01 MH 88.99 23,939.46$ $18,318.00 $2,932.00
44.50 MH 88.99 3,960.00$
56.01 MH 88.99 4,984.00$ $2,750.00 $1,082.00 Pump
28.00 MH 88.99 2,492.00$ $1,850.00 Ironworker
20.96 MH 88.99 1,865.00$ $1,112.00
14.05 MH 88.99 1,250.00$
13.15 MH 88.99 1,170.00$
92.35 MH 88.99 8,218.46$
MH 88.99 -$ $7,200.00
MH 88.99 -$ $7,256.00
176.66 23,939.46$ $0.00 $18,318.00 $0.00 $0.00 $0.00 $2,932.00
General Conditions
Winter Conditions
Concrete and Rebar
Base Slab at 692.5
Loss of Productivity
Concrete Materials - Including Winter
Supervision
Safety
Trailers
Xypex Waterproofing
Snow Removal
Temp Shelters
Heating Fuel - LP and Diesel
Cut off Existing Piles
Ground Thaw Unit Rental 400K BTU
Indirect Fired Heater 400K BTU
Set Up Heaters and Fuel Heaters
Pile Caps
Grade Beam at North Room
Insert Rebar into Pile Caps
Blanket Install and Remove
Totals
Fill Existing Piles with Concrete
Portable Toilet
Handwash Station
Temp Power
Totals
Telephone- Cell Phone
Internet Onsite
Safety & Training
Fuel - Truck
Dumpsters/Garbage Disposal
Temp Fence
Equipment Repair
Small Tools and Hardware
11730 BROCKTON LANE NORTH · OSSEO, MN 55369 PHONE: 763-428-2261 FAX: 763-428-4754 http://www.atlasfoundation.com
PILING, DRILLED PIERS, HELICAL PIERS, MICROPILE, AND EARTH RETENTION SYSTEMS. EQUAL OPPORTUNITY EMPLOYER.
1 of 3
September 4, 2020
Mark Magney (612.865.9297, [email protected])
Magney Construction
1401 Park Road
Chanhassen, Minnesota 55317
Re: Proposal for Driven Pile
Hudson WWTF
Hudson, Wisconsin
We are pleased to present our proposal for driven piling for the proposed project located in Hudson,
Wisconsin. This proposal is based on the provided information listed below.
Provided Information
• Plans by SHE dated August 27, 2020.
• Geotechnical Evaluation Report, prepared by Intertek PSI, dated August 07, 2020.
Driven Pile Scope of Services We are pleased to present our budgetary driven pipe pile proposal for the project listed above. Based
on our review of the provided documents and our preliminary design, we propose installing (13) 9.625”
x 0.312” pipe piling, driven approximately 40-43’ each. Each pile would be driven to the capacity
required or practical refusal based on the pile hammer manufacturer’s recommendations, not to exceed
1 inch in 10 blows. Once driven to the required capacity, others would fill the piles with concrete. This
proposal includes all material, equipment, and labor for the piles using a crane, hammer, and swinging
leads with a single crew. The steel pipe material quoted is new domestic pipe, melted and
Manufactured in the USA. Material test reports would be supplied with the material. We have assumed
others would provide independent testing/inspection, vibration monitoring, and condition surveys. We
have included labor and third party testing for a single PDA test pile, as required.
As per your request, we included domestic pipe pricing, A252 grade 3 material (45 ksi yield). The
specifications state 9.625” OD Oil field pipe, which is typically a secondary pipe (non-traceable). The
domestic pipe included would have a minimum yield strength of 50 ksi, not 85 ksi as noted in the
specifications. 85 ksi material should not be required for the capacities noted in the documents.
The Driven Pile approach is subject to verification that existing structures can withstand the potential
stresses of a driven system. We are assuming that this pile system could be driven without impact to
neighboring structures, utilities, and tunnels. Alternative installation methods required due to vibration
limits would be charged accordingly.
Pricing
Description Unit QTY Unit Price Extension
Mobilization EA 1.00 $ 10,500.00 $ 10,500.00
9.625" x 0.312" Pipe Pile, 40-43' Ea EA 13.00 $ 1,920.00 $ 24,960.00
PDA Test Pile (Labor & Third Party) EA 1.00 $ 5,000.00 $ 5,000.00 $ 40,460.00
11730 BROCKTON LANE NORTH · OSSEO, MN 55369 PHONE: 763-428-2261 FAX: 763-428-4754 http://www.atlasfoundation.com PILING, DRILLED PIERS, HELICAL PIERS, MICROPILE, AND EARTH RETENTION SYSTEMS. EOE
- 2 of 3-
Cost Variations Units Add Deduct
Mobilization (Equipment & Crew) EA $ 10,500.00 $ -
9.625" x 0.312" Pipe Pile (520.00 LF Included) LF $ 46.00 $ 8.00
9.625" Pile Splice (0 Included) EA $ 130.00 $ -
PDA Test Pile (Labor Only, 1 Included) EA $ 5,000.00 $ -
Pile Restrikes (0 Included) EA $ 350.00 $ -
Standby Time (Per Crew) HR $ 850.00 $ -
Obstructions (Per Crew) HR $ 950.00 $ -
Bond, If Req'd LS 1.25% $ -
Estimated Schedule Our estimated is approximately 2 full working days for this work. This scheduled timeline is an estimate
only and may not be used against Atlas in anyway. This estimated schedule should not and will not be
used to dictate or justify contract value. We have assumed all work would be started and finished
following a consistent working schedule, typically Monday through Friday. Crew and/or
crew/equipment delays, standby, or idle, would be charged accordingly for any schedule impact beyond
our control. This work has activities which may be impacted by inclement weather, vibrations, and/or
excavation/layout work, performed by others. Atlas will not be liable for delays or additional costs and
efforts to remedy the schedule if impacted by means outside of our control. This work schedule
assumes a sequence where our work is not interrupted.
Clarifications and Assumptions This proposal is based on the following assumptions:
1. This proposal will be incorporated in its entirety into an AIA A401 subcontract agreement.
2. We reserve the right to negotiate terms and conditions of the subcontract agreement prior to
award.
3. A detailed scope and site access meeting would be required prior to an executed contract.
4. We have assumed others would provide a staging area for our pipe material on the project
grounds.
5. Sequencing of our pile crew assumes starting in one corner of the site and working out to the
other end of the site. Inefficiencies due to moving multiple times around the site to suite site
logistics or other contractors would be charged accordingly. It is assumed that all other
construction activities, aside for excavation work, would follow our operations.
6. Others would be responsible for rerouting any underground or overhead utilities prior to our
work.
7. Working hours for this bid are Monday through Friday from 7:00AM to 3:30PM. Premiums for
overtime (not included in the bid schedule) & holidays will apply, if required. We reserve the
right to work overtime at our expense if we deem it appropriate.
8. For safety of onsite personnel; we require a level 100’ radius around our work are free of any
construction material, stockpiles, equipment, etc. Time for standby would be billed according to
the cost above until the work zone is free and safe.
9. We assume we will be able to maneuver our crane within 35 feet of each pile location.
10. Atlas will not accept any liability for disturbing existing structures. The owner should take
precautions to avoid any claims, which may include seismic monitoring, condition surveys, pre-
drilling, underpinning, shoring, or modifying the installation procedure. Costs for these
precautions and procedures would be borne by others.
11730 BROCKTON LANE NORTH · OSSEO, MN 55369 PHONE: 763-428-2261 FAX: 763-428-4754 http://www.atlasfoundation.com PILING, DRILLED PIERS, HELICAL PIERS, MICROPILE, AND EARTH RETENTION SYSTEMS. EOE
- 3 of 3-
11. Installation logs, quality control and third-party testing and inspection will be done by others.
12. Pile that deflect, damage or obstruct due to underground obstructions prior to reaching design
capacity will be charged using the unit price above. Replacement piles and any redesign costs or
fees will be by others.
13. The pricing in this proposal is subject to material cost inflation from today to the time the pipe is
ordered/delivered. Material is subject to Mill price increases. Our pricing is based on current
material pricing as of September 4, 2020.
14. We reserve the right to not work on extreme cold or inclement weather days. If the local
weather channel indicates temperatures of -6 F or colder at 6AM, our crews will not be working,
due to potential safety concerns.
15. Due to the specialized nature of our scope of work, we rely solely on our local unions to provide
us with qualified personnel for our projects. Due to the availability, training, and experience
required to perform our scope of work, we cannot commit to full participation in specified EEO
workforce goals or DBE participation that may be required by contract.
Exclusions Items specifically excluded from this proposal are the following: access, site work, vertical or horizontal
control, vibration monitoring, noise monitoring, condition surveys, lateral load tests, static load tests,
independent inspections, pile logs, pile removal, bearing plates, anchor bolts, rebar, dowels, fill or
grading materials, excavation, backfill, rock removal, obstructions, pier/pile cap work, paint/primer &
coatings, dewatering, crane mats, removing frost, hydro-vac equipment, orange fencing, silt fence, dust
control, stabilization of soil during construction, SWPPP, temporary shelters, sanitary facilities, concrete
testing, pre-drilling, contaminated soil/water, engineering, traffic control, restoration of existing
conditions, hammer oil splatter cleanup, tax, permits, protection of structures & utilities, verifying
private utility location, utility relocation, or bond costs. Additional costs due to road restrictions would
be charged accordingly, if required.
Should you have any questions please contact me at 612.919.0180 or [email protected] at
your convenience. This proposal is valid for 30 days and subject to crew/equipment availability.
Sincerely,
Joe Osborn
Project Manager/Estimator
1
Peter Nordang
From: Mark Magney
Sent: Tuesday, September 08, 2020 10:05 AM
To: Peter Nordang
Subject: Fwd: Hudson, WI - WWTF
Mark Magney
Sent from my iPhone
Begin forwarded message:
From: Joe Osborn <[email protected]>
Date: September 8, 2020 at 8:40:08 AM MDT
To: Mark Magney <[email protected]>
Subject: RE: Hudson, WI - WWTF
Figure $1,500 for pile observation/logs if that isn't by owner. Typically is carried by owner.
Joe Osborn Project Manager/Estimator Atlas Foundation Company l 11730 Brockton Lane North l Osseo, MN 55369 Office: 763.428.2261 l Direct: 763.447.4240 | Cell: 612.919.0180 | Fax: 763.428.4754 E-mail: [email protected] | www.atlasfoundation.com
-------- Original message --------
From: Mark Magney <[email protected]>
Date: 9/4/20 12:00 PM (GMT-06:00)
To: Joe Osborn <[email protected]>
Subject: RE: Hudson, WI - WWTF
Thanks Joe
From: Joe Osborn <[email protected]>
Sent: Friday, September 4, 2020 11:09 AM
To: Mark Magney <[email protected]>
Cc: Peter Nordang <[email protected]>
Subject: RE: Hudson, WI - WWTF
See attached.
Domestic Pipe is on the ground and ready to go. Let me know if you need anything else.
Have a good weekend!
******
Phone: 952-474-1674Fax:
1401 Park Road Chanhassen, MN 55317
Contract Proposal No: Project: Location:
Addendum RFP 005
Respectfully Submitted,
1,940.00$
Clarifications:
Total amount of this change order:
Applicable taxes not included
Change Order Form
This change order is for the changes required for the resubmittal of the precast shop drawings based on RFP 005.
Date:
Hudson, WI
The following changes per contract document revisions:
9/11/2020
Original Contract Date:
17-026-20Hudson WWTP
Change Order #: 1
Attention: Peter Nordang
Magney Construction
By:
Date:
Reed Sorensen
9/11/2020
Any questions or clarifications should be directed to;
Which was sent out on 9/2/20.
PM:Salesperson:
Reed SorensenJon Schroetke
[email protected]@thesighgroup.com
Date:
Invoice Number:
COR NO:
Summary P.R. NO:
R.F.I. NO:
Work OrderDESCRIPTION OF WORK: ESTIMATED ADDITIONAL CALENDAR DAYS REQUIRED TBDDemo of Existing Garage with 12" Slab with Two Mats of #5 at 12" OC and Grade Beam Removal
DESCRIPTION Quantity Unit
Summary Sheet
7/13/2020 1 LS $2,280.15 $891.507/14/2020 1 LS $2,280.15 $881.45
7/15/2020 1 LS $2,280.15 $881.457/16/2020 1 LS $1,824.12 $873.817/20/2020 1 LS $3,706.70 $1,762.90 $1,217.607/21/2020 1 LS $3,706.70 $1,762.907/22/2020 1 LS $2,224.02 $1,762.907/23/2020 1 LS $1,112.01 $1,662.427/27/2020 1 LS $1,662.72 $1,218.727/29/2020 1 LS $202.76 $1,332.657/30/2020 1 LS $101.38 $1,332.657/31/2020 1 LS $405.52 $1,332.658/3/2020 1 LS $1,332.658/4/2020 1 LS $1,332.658/5/2020 1 LS $1,332.658/6/2020 1 LS $1,332.658/7/2020 1 LS $1,332.658/10/2020 1 LS $1,332.658/11/2020 1 LS $1,332.658/12/2020 1 LS $1,332.658/13/2020 1 LS $1,332.658/14/2020 1 LS $1,332.658/17/2020 1 LS $1,332.658/18/2020 1 LS $1,332.658/19/2020 1 LS $1,332.658/20/2020 1 LS $1,332.658/21/2020 1 LS $1,332.65
SUBTOTAL MAGNEY LABOR AND MATERIALS $21,786.38 $0.00 $35,685.75 $1,217.60
Magney Labor and Equipment 15% Mark Up
Labor &Equipment >$50,000 = 10% Mark Up
Subcontractor 5% Mark Up
Equipment 5% Mark Up
Travel, Travel, and Subsistance
Subtotal $21,786.38 $0.00 $35,685.75 $1,217.60
Material Sales TaxInsurance- 0.015
TOTAL COST
Labor Unit
Price Labor Material
Sub
Contracts
Rental
Equipment
Invoice
September 28, 2020
Page 1 of 1
329 Front St Hudson117.50 1,217.60
1,217.60
Concrete with Rebar and/or Mesh M-5 CY120M5 1.600 74.4046.50
643971 07/10/2020 329 Front St Hudson
Concrete with Rebar and/or Mesh M-5 CY120M5 1.600 99.2062.00
649141 07/10/2020 329 Front St Hudson
Quint Axle Dump Truck HRQUINT 116.000 464.004.00
643972 07/10/2020 329 Front St Hudson
Quint Axle Dump Truck HRQUINT 116.000 580.005.00
649142 07/10/2020 329 Front St Hudson
Invoice 11153
Remarks:
QuantityItem Number Description U/M Unit Cost Extension
Total:
Print Date: 09/11/20 Page 1 of 1
Ship To:Bill To:
Invoice #: 11153 Invoice date: 07/14/20Ship via:
P.O.#:
Salesperson:Customer code: MAGNEYCO
Miller Excavating, Inc. 3741 Stagecoach Trail N Stillwater, Mn 55082 651 439-1637
Magney Construction1401 Park RoadChanhassen, MN 55317
Magney Construction1401 Park RoadChanhassen, MN 55317
Subtotal
Payment terms: Net due 30 days
Proposal
SEND TO
Company name From
Mark Magney Attention Date
John FrielFax Phone Proposal #
Urgent Please comment X Please review For your information
Total pages, including cover: 65
COMMENTS
Re: RFP 005 - Pretreatment Building Revisions
John,
93,252.68$
21,786.38$
$68,947.04
-$
$27,500.00
24,605.19$
$49,817.90
1,217.60$
Subtotal 287,126.79$
General Contractor's Overhead Labor/Material 15%, Equip/Subs 5% 32,754.95$
Bond & Insurance premiums 4,798.23$
Total 324,679.97$
Additional Calendar Days Required for this Change: 110.0
Thank you,
Mark Magney _________________________________________________
President Accepted By Date
S.E.H.
10/7/2020
Please review this proposal and feel free to contact me with any questions, comments or concerns.
RFP 005 - Pretreatment Building Revisions
Subcontractor: Work Order
Equipment:
Labor: Work Order
We have revised our pricing for the changes proposed in RFP 005. The major changes include reducing
the costs of idle equipment on the work orders by charging a monthly rate rather than a daily rate as well
as dropping some of the material costs for general condition items that are generated by labor estimates.
For instance Safety Materials, Small Tools and Equipment Repair have been dropped from this proposed
cost, because they should not change much from the base bid. As you can see fromthe breakdown, a
large oprtion of the additional cost is related to winter work and extended General Conditions for the
additional time we will be on site. Feel free to contact me if you have any questions.
Material:
Labor:
Material: Work Order
Equipment: Work Order
Subcontractor:
Page 1 of 1
RFP - 005 Hudson WWTF
Description Labor Cost Material Cost Equip Cost Sub Cost
General Conditions (See Cost Breakdown) 28,095.57$ $6,930.00
Winter Conditions (See Cost Breakdown) 36,631.84$ $24,700.00 $27,500.00
Concrete and Rebar (See Cost Breakdown) 22,713.86$ $17,977.00 $2,932.00
Precast Structural Concrete (additional roof plank above Rm 203) $1,940.00
Structural & Misc Metals (Additional Decking above Rm 203) 812.20$ $675.00
Roofing (additional roofing above Rm 203) $2,500.00
Painting (additional Walls room 203) $500.00
Earthwork (Less excavation for slab vs. wide footing, less granular) (1,595.58)$ (3,882.00)$ -$714.00
Geofoam (Replaces Granular) 6,595.85$ $19,047.45 $700.00
Piling (See Price Quote from Atlas, $3,500 mat'l cost for testing, logs and observations) $3,500.00 $41,960.00
Totals 93,253.74$ 68,947.45$ 27,500.00$ 49,818.00$
Page 1 of 1
Cost Breakdown RFP 005 - Hudson WWTF
Description Qty Unit Labor U/C Labor Cost Mat'l U/C Material Cost Equip U/C Equip Cost Sub U/C Sub Cost
General Conditions
Supervision (110 day time extension) 277.13 MH 101.38 28,095.57$
Trailers (Rent for 3.66 months) $1,913.45
Portable Toilet (Rent for 3.66 months) $255.60
Handwash Station (Rent for 3.66 months) $545.28
Telephone- Cell Phone (3.66 months) $360.00
Internet Onsite (3.66 months) $144.13
Temp Power (for trailers) $300.99
Temp Fence (fence on site add'l 71 days) $2,485.00
Dumpsters/Garbage Disposal (cutoff piles) $375.00
Fuel - Truck (110 days at $22.40/day) $2,464.00
Subtotal 28,095.57$ $6,930.00 $1,913.45
Winter Conditions
Snow Removal 115.00 MH 88.99$ 10,233.85$
Ground Thaw Unit Rental 400K BTU 2.00 Mos $10,800.00 $21,600.00
Indirect Fired Heater 400K BTU 5.00 Mos $1,215.00 $6,075.00
Set Up Heaters and Fuel Heaters 98.32 MH 88.99$ 8,749.50$
Temp Shelters 98.32 MH 88.99$ 8,749.50$ $4,700.00
Heating Fuel - LP and Diesel 5.00 Mos -$ $4,000.00 $20,000.00
Blanket Install and Remove 100.00 MH 88.99$ 8,899.00$
Subtotal 36,631.84$ 24,700.00$ 27,675.00$ -$ -$
Concrete and Rebar
Cut off Existing Piles (15 piles @ 3 MH/Pile) 45.00 MH 88.99 4,004.55$
Fill New & Existing Piles with Concrete (28 piles @ 2 MH/Pile) 56.00 MH 88.99 4,983.44$ $2,750.00 Pump $1,082.00
Insert Rebar into Pile Caps (28 piles @ 1 MH/pile) 28.00 MH 88.99 2,491.72$ Ironworker $1,850.00
Pile Caps (formwork and grading at new pile caps) 21.00 MH 88.99 1,868.79$ $1,112.00
Grade Beam at North Room (formwork, rebar and placing) 14.00 MH 88.99 1,245.86$
Loss of Productivity ($162,390 @ 5%) 8,119.50$
Concrete Materials - Winter Heating of Concrete 649.00 CY -$ $10.00 $6,490.00
Concrete Materials - Additional Concrete 15.00 CY -$ $128.00 $1,920.00
Xypex Waterproofing - Original 150 CY and new 313 163.00 CY -$ $35.00 $5,705.00
Subtotal 22,713.86$ $17,977.00 $2,932.00
TOTALS 87,441.27$ 49,607.00$ 29,588.45$ 2,932.00$
