HomeMy WebLinkAboutC8. Amdmnt 2 PSA StewartCommission Memorandum Front Street Connector Trail Project – PSA Amendment with Sanderson Stewart
Commission Memorandum
REPORT TO: Honorable Mayor and City Commission
FROM: Carolyn Poissant – Manager of Trails, Open Space and Parks Design and Development
Mitch Overton – Director of Parks, Recreation, and Cemetery
SUBJECT: Amendment No. 2 to Professional Services Agreement with Sanderson
Stewart for Front Street Connector Trail Design and Engineering
MEETING DATE: May 23, 2016
AGENDA ITEM TYPE: Consent
RECOMMENDATION: Approve Amendment No. 2 to the Professional Services Agreement with
Sanderson Stewart for Design and Engineering of the Front Street Connector Trail for an amount not to exceed $28,970.15 and authorize the City Manager to execute the amended agreement.
BACKGROUND: Resolution 4621A authorized the allocation of $178,106 from the Trails, Open
Space and Parks Bond for the Front Street Connector Trail project, which will create a 10-foot wide,
paved (asphalt) bicycle and pedestrian trail within existing city right-of-way. The trail will begin at the southeast corner of Rouse Avenue at the East Oak Street – East Birch Street intersection,
continuing along East Birch Street right-of-way to the Front Street right-of-way, crossing Bozeman
Creek with a 10-foot wide pedestrian bridge, then southeast along the Northern Pacific railroad
corridor, terminating at North Wallace Avenue. The trail will be ¼ mile long with an estimated total
project cost of $211,706, including a match of $33,600 from the Gallatin Valley Land Trust.
Sanderson Stewart has provided preliminary design assistance as part of the work on the Oak
Avenue corridor under an existing Professional Services Agreement, including a survey of the
property boundaries, which guided the proposed trail layout. The amendment will authorize
Sanderson Stewart to complete all of the design and engineering services necessary to complete the Front Street Connector Trail project.
UNRESOLVED ISSUES: Negotiations are currently underway with the owners of the property
adjacent to the Front Street ROW to address substantial encroachment of their facilities into the
ROW. The goal is to locate the trail so it will be minimally impacted by any future road
construction. MDT is in the process of acquiring right-of-way from this property owner (site of Kenyon Noble yard) at the Rouse-Oak intersection, with improvements at that intersection scheduled
to be completed in 2017. We will install a gravel fines trail for this small section and coordinate with
MDT to install the asphalt.
ALTERNATIVES: As directed by Commission.
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Commission Memorandum Front Street Connector Trail Project – PSA Amendment with Sanderson Stewart
FISCAL EFFECTS: The contract amount of $28,970.15 is covered by the Trails, Open Space, and
Parks bond allocation for the Front Street Connector Trail. No additional funding is required.
ATTACHMENTS: Attachment A – Amendment No. 2 to Professional Services Agreement
Exhibit A – Scope of Services and Fee Schedule for Front Street Trail Exhibit B - Professional Services Agreement for Oak Street Improvements
Report compiled on: May 9, 2016
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Attachment A PROFESSIONAL SERVICES AGREEMENT Amendment No. 2 – Oak Street Improvements (Front Street Connector Trail)
THIS AGREEMENT is made as of this ____________________________, 2016, between THE CITY OF BOZEMAN, a Municipal Corporation, P.O. Box 1230 Bozeman, Montana, 59771-1230 (OWNER) and Sanderson Stewart, 106 E. Babcock, Bozeman, Montana, 59715 (CONSULTANT).
WHEREAS, the parties have entered into a Professional Services Agreement dated March 16,
2015, for design and engineering services, for the Oak Street Improvements Project; and WHEREAS, Sanderson Stewart has provided preliminary design and survey work for the Front
Street Connector Trail, which will connect to the Oak Street multi-use path; and
WHEREAS, the parties desire to further amend the provisions of this Agreement. NOW, THEREFORE, IN CONSIDERATION OF THE MUTUAL COVENANTS
CONTAINED HEREIN, the parties agree as follows:
The conditions and provisions set forth in the attached Scope of Work for the Front Street Connector Trail are hereby incorporated in and made part of this agreement. The Scope of Services and Consulting Fees are increased as per Exhibit A.
Payment:
Consultant shall complete design and engineering and construction administration services for
the Front Street Connector Trail project, as approved by Commission Resolution 4621A to be
funded by the Trails, Open Space, and Parks 2012 Bond in an amount not to exceed
$28,970.15.
Except as specifically amended herein, the original agreement shall remain in full force and effect and
the Parties shall be bound by all terms and conditions therein.
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IN WITNESS WHEREOF, the parties hereto do make and execute this Agreement.
CITY OF BOZEMAN CONFLUENCE CONSULTING
BY: __________________________________ BY:___________________________________ (City Manager) (President)
DATE:________________________________ DATE:_________________________________
ATTEST:
BY:____________________________________
(City Clerk)
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Exhibit A
Oak Street Improvements
Scope of Work – Front Street Pathway
5/6/16
Sanderson Stewart is pleased to provide this scope of work for the Front Street Pathway as an amendment to
the existing Oak Street Improvements contract. We understand the project generally includes survey, design,
permitting, and construction administration for an asphalt pathway extending east from the Oak Street/Rouse
Avenue intersection along Birch Street and the Front Street right-of-way and ending at Wallace Avenue for a
total length of approximately 1250 lineal feet. The project includes a bridge across Bozeman Creek and
sidewalk along Wallace Avenue will be extended to connect to the existing Story Mill Spur trail. A detailed list
of assumptions and scope of services for the project are outlined below.
Assumptions:
1. KLJ is currently working on the Wallace Avenue improvements, which will overlap with the improvements
on the east end of this project. We will coordinate with them as needed throughout the design process,
but we understand that KLJ will design the realignment of the Kenyon Noble approach to Wallace as well
as the ADA accessibility ramps and crosswalk for the trail crossing on the north side of the approach. They
will also design the railroad crossing and Sanderson Stewart will design the additional sidewalk/trail to
make the connection between the north side of the railroad crossing and the Story Mill Spur Trail.
2. The bridge across Bozeman Creek will be prefabricated by Contech (or an approved equal) and it will be
acceptable to work with Contech engineers during the design phase. As sub-consultants to Sanderson
Stewart, STE Engineering will complete the structural design of the bridge foundation and Terracon will
complete the required geotechnical analysis.
3. Based on correspondence with Brian Heaston from the City of Bozeman, we understand that the proposed
Front Street pedestrian bridge will need to be permitted based on the draft new floodplain maps for
Bozeman Creek. The draft floodplain maps are currently under QA/QC review by FEMA and are
expected to be available within the next couple of months to be used as “Best Available Data”. The new
floodway width at the proposed bridge crossing is approximately 65 feet wide based on the draft mapping.
If a floodway encroachment analysis determines that the new bridge crossing does not encroach upon the
floodway, a conditional letter of map amendment (CLOMR) is not required prior to construction; however,
a letter of map revision (LOMR) will likely be required after construction. We have assumed that the
floodway encroachment analysis determines that the bridge crossing will not encroach upon the floodway
in order to avoid the CLOMR process and simplify the floodplain permitting prior to construction.
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4. After construction, a LOMR will be required. Based on correspondence with Brian Heaston, we
understand the LOMR would be based on the draft new floodplain maps for Bozeman Creek (not the
current effective floodplain maps).
Scope of Work:
Sanderson Stewart will provide the following services as part of its basic services:
Phase 1 - Project Initiation
This phase of the project will include project initiation and planning tasks, including scoping, contract
preparation, meetings with the City of Bozeman and coordination with sub-consultants. All project
management tasks, client meetings and sub-consultant coordination for tasks beyond project initiation will be
allocated to the remaining project phases.
Phase 2 - Topographic Survey and Base Mapping
A detailed topographic survey of the pathway alignment will be conducted, including pre-survey research of
the property boundary and control information, setting control as needed, and a corner search to establish
right-of-way. Base drawings will be prepared/updated in Autocad format following the completion of the
topographic survey, and additional pick-up topo will be conducted as needed throughout the duration of the
project. Public and private utilities will be located prior to the survey via one-call for inclusion in base drawings.
The topographic survey phase will also include up to eight (8) cross sections across Bozeman Creek for the
bridge design and hydraulic modeling for the LOMR. This assumes we can tie-in to cross section L (4766)
upstream and cross section 4023 downstream on the draft new floodplain map. We will prepare a survey base
map to be used for the floodplain permitting, hydraulic modeling, floodway encroachment analysis and LOMR.
We will also survey the as-built location of the bridge after construction to be used for the LOMR.
Phase 3 - Floodplain Permitting and LOMR
This phase consists of preparing the necessary floodplain permit documents for submittal to the City of
Bozeman and preparation of the hydraulic models that are required by FEMA for their review of the LOMR.
We will utilize the draft study data flow information provided by FEMA for the 10-year, 50-year, 100-year, and
500-year peak discharges. The LOMR will be based on the draft new floodplain maps and not the current
effective floodplain maps. This phase also consists of preparing the LOMR application (MT-2 application) for
review and approval by FEMA for the new bridge. This phase of the project includes the following tasks:
Preliminary hydraulic modeling of bridge crossing to verify bridge span width and deck height based
on the new draft floodplain maps. We understand that an encroachment analysis will be required to
show that the bridge crossing does not encroach upon the floodway.
Prepare Joint Application for Permitting in Montana Streams.
Prepare Floodplain Exhibit showing floodplain fringe and floodway boundary and location of new
bridge.
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Provide details of bridge and abutment and abutment scour protection. STE Engineering will be the
structural engineering sub-consultant for design of the bridge foundation and we have assumed that
Contech would provide details for the bridge deck.
Prepare City of Bozeman Stormwater Management Permit Application.
Submit permit information to the City of Bozeman for review.
We will also submit the Joint Application to the appropriate agencies for the 404 permit and 318
authorization to determine if these permits are required as well and will obtain these permits if deemed
required by the jurisdictional agency.
Review draft new floodplain mapping and modeling.
Prepare Duplicate Effective Model by importing the cross sections from the draft hydraulic model
from FEMA into the Hec-RAS Version 4.1 hydraulic model.
Prepare Corrected Effective Model/Pre-Project Conditions model.
Prepare Post-Project Conditions Model to include the new bridge. This model will need to tie-in to
the draft new floodplain at a published FEMA cross section within the tolerances allowed by FEMA.
We have assumed that we can tie-in to cross section L (4766) upstream and cross section 4023
downstream on the draft new FIRM map.
Prepare output tables and figures from hydraulic modeling in spreadsheet format to compare changes
from the draft model to the new model.
Prepare certified topographic map with floodplain and floodway delineations including transitions back
to the draft floodplain boundary.
Prepare annotated FIRM map showing changes in the floodplain.
Prepare project narrative summarizing the work done on the project.
Prepare MT-2 application form.
Submit MT-2 (LOMR) application to City of Bozeman and FEMA.
Once the LOMR application has been submitted to the City of Bozeman and FEMA, we will be available to
answer questions they have about the project and the LOMR application. We have assumed up to five separate
teleconference calls with the City of Bozeman or FEMA to discuss the project.
Assuming there will be review comments from FEMA, we have included one re-submittal of the revised LOMR
application materials to address their comments.
Phase 4 –Wetland Assessment and Permitting
A preliminary wetland assessment will be conducted to determine whether impacts to wetlands would occur as
a result of the proposed bridge design across Bozeman Creek. If it is determined that a wetland delineation is
needed, Sanderson Stewart will conduct a full delineation, with map and report letter. The site visit for the
wetland delineation will be conducted during growing season. If impacts to wetlands are identified, then a
Section 404 permit will be needed; otherwise, no Section 404 will be needed. Any impacts to wetlands would
fall under a Nationwide Permit and no mitigation would be required (less than 0.1 acre impacts). It is assumed
that both an SPA 124 and a 318 Authorization are likely required. These permit applications will be submitted
as part of the Joint Application noted previously for the floodplain permitting.
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Phase 5 - Geotechnical Analysis
Soils and pavement design evaluations will be conducted and recommendations for the pathway surfacing
section and bridge abutment design will be prepared by Terracon. Three soil borings will be drilled for this
project: one on either side of Bozeman Creek for the bridge design and a third near the Kenyon Noble lumber
yard to determine the asphalt pavement section. Terracon will prepare a geotechnical report summarizing their
findings that will be submitted with the preliminary plans.
Phase 6 – Pathway Design
Pathway design tasks for this phase of the project will include setting the horizontal and vertical alignment of
the pathway and preparation of plan/profile sheets and cross-sections. It will also include design of the sidewalk
extension along Wallace Avenue north of the railroad crossing for connection to the Story Mill Spur Trail. The
pathway design phase will also include coordination with the Wallace Avenue improvements project currently
underway by KLJ. As needed, the pathway design will include preparation of signing and striping plans,
sidewalk, crosswalks and ADA accessibility ramp design, and design details. Public and private utilities will be
shown for coordination and identification of conflicts.
Phase 7 –Preliminary PS&E Submittal
All of the above information will be compiled into a preliminary set of plans, specifications and opinion of
probable cost for review by the City of Bozeman and GVLT. Plans will include plan/profile sheets, cross-
sections, typical sections, signing and striping plans, an erosion control plan and details. Sanderson Stewart will
prepare special provisions and a specifications manual including the templates for bid documents. The
engineer’s opinion of probable cost including a 15% contingency will also be provided with this review
submittal. Landscape and irrigation plans are not included in this scope of work.
Phase 8 – Final PS&E Submittal
Sanderson Stewart will address all review comments received from the City of Bozeman and prepare final plans,
specifications and engineer’s opinion of probable cost. The final deliverable will include electronic copies of
all submittal documents, as well as six hard copies.
Phase 9 – Construction Bidding
Sanderson Stewart will provide assistance throughout the construction bidding process. Anticipated tasks
include the following:
Prepare bid advertisement
Prepare bid sets of plans and project manual for contractor pick up
Facilitate pre-bid meeting and distribute meeting minutes
Answer contractor questions and prepare bid addenda, as required
Attend bid opening, prepare bid tabulation and recommendation of award letter
Prepare six copies of contract documents, obtain bonding and insurance certificates, and route
contracts for execution by all parties
Phase 10 – Construction Administration and Observation
Sanderson Stewart will provide construction administration and observation services throughout the duration
of construction. Anticipated tasks include:
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Facilitate pre-construction meeting and distribute meeting minutes
Shop drawing review
Construction observation (anticipated to be part-time for a 30-day construction contract focused
primarily on milestone tasks)
Construction testing coordination and review. Testing will be completed by a qualified sub-consultant
and is anticipated to include: concrete strength, air content and slump; embankment, trench backfill,
and gravel and pavement densities; aggregate gradations; plant mix strength, flow and asphalt content.
Process pay applications and change orders
Substantial completion walkthrough and punch list, verify completion
Prepare as-built drawings
Two-year warranty inspection and punch list
The Scope of Work for this project does not include:
Landscape and irrigation plans.
SWPPP permit application/administration.
LOMR based on the current effective floodplain maps.
Additional cross sections or hydraulic modeling that may be required to tie-in to the draft floodplain
maps upstream of cross section L (4766) upstream and cross section 4023 downstream.
Individual permit from the Army Corps for the 404 permit if disturbance of wetlands is greater 0.1
acres.
Cash fees for review and applications (by Client direct to agencies). The estimated LOMR
application fee to FEMA is $8,250.
Construction staking.
Other items not specifically listed in Phases 1 through 10 above.
Schedule
The anticipated schedule for this project consists of the preliminary PS&E deliverable within 3 months of
notice to proceed with an assumed construction start in the fall of 2016 or spring of 2017.
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EXHIBIT D
cpoissant@bozeman.net
Mac Danielle Jeff Sam/Steph Curtis Doug Keith Chris Julie Keith
PRINCIPALSENIOR ENGINEERSENIOR ENGINEERSTAFF ENGINEERDESIGNER(CADD)SENIOR PROF. LAND SURVEYORSTAFF SURVEYORSENIOR ENGINEERADMIN/CLERICALCONST. INSPECTORTOTAL LABOR HOURSTOTAL FEETASK DESCRIPTION\ BILL RATE $52.97 $49.28 $49.28 $26.51 $27.09 $38.61 $29.39 $49.28 $20.78 $23.40100 PROJECT INITIATION
101 Contract Amendment 2 2 $98.56
102 Client Consultation and Meetings 2 2 $98.56103 Project Scoping 1 4 2 1 8 $397.93104 Project Planning 2 2 $98.56
1102 114
Sub Total Direct Labor Cost $52.97 $492.80 $98.56 $49.28 $693.61
Sub Total Direct Cost by Phase $693.61
Fee with 3.0 Multiplier
Multiplier=3.00
200 TOPOGRAPHIC SURVEY AND BASE MAP
201 Project Management and Coordination 1 2 3 $126.50202 Pre-Survey Preparation and Research 1 2 3 $97.39203 Survey Computation 1 2 3 $97.39
204 Survey Control 4 4 $117.56205 Boundary Survey 4 4 $117.56
206 Topographic Survey 12 12 $352.68207 Creek Cross-Sections (8) and As-built of Bridge 1 1 12 14 $440.57208 Draft Topo and Base Plan 68 14 $375.78
209 Quality Control Review 1 1 $38.611168636 58
Sub Total Direct Labor Cost $49.28 $49.28 $159.06 $216.72 $231.66 $1,058.04 $1,764.04
210 Direct Expense $250.00Sub Total Direct Expense and Subconsultant $250.00
Sub Total Direct Cost by Phase $2,014.04
Fee with 3.0 Multiplier
Multiplier=3.00 Given fee of:
300 FLOODPLAIN PERMITTING AND LOMR
301 Project Management and Coordination 10 10 $492.80
302 Review Existing FP Studies and Request from FEMA 2 5 7 $231.11303 Preliminary Hydraulic Modeling and Scour Analysis 1 9 10 $287.87
304 Prepare Joint Application and Bozeman Stormwater Permit 1 9 10 $287.87305 Prepare Floodplain Exhibit and Bridge Details 1 25 26 $712.03
306 Submit Permit to COB, Army Corps, Conservation District, etc. 1 6 7 $208.34
307 Duplicate Effective Model (Bring in Current Effective data to Hec-RAS) 1 10 11 $314.38307 Corrected Effective/Pre-project Model 112 13 $367.40
308 Post Project Model with New Bridge 115 16 $446.93309 Prepare Output Tables and Figures 19 10 $287.87
310 Certified Topographic Map and Annotated FIRM with FP Boundary 1 15 16 $446.93
311 Project Narrative Summary 19 1 11 $308.65312 LOMR Application (MT-2 Form)114 15 $420.42
313 Submit LOMR to FEMA 15 2 8 $223.39314 Correspondence with FEMA and COB 48 12 $409.20
315 Re-submittal Based on Comments from FEMA 6 22 28 $878.90
316 Quality Control Review 1 3 4 $200.81
1 37 173 3 214
Sub Total Direct Labor Cost $52.97 $1,823.36 $4,586.23 $62.34 $6,524.90
317 Subconsultant - Structural Design of Bridge Foundation $2,500.00318 Direct Expense $100.00
Sub Total Direct Expense and Subconsultant $2,600.00Sub Total Direct Cost by Phase $9,124.90
Fee with 3.0 Multiplier
Multiplier=3.00 Given fee of:
400 WETLAND PERMITTING AND MITIGATION
401 Project Management and Coordination 1 1 $49.28
402 Preliminary wetland assessment 6 6 $295.68
403 Wetland Delineation 16 16 $788.48404 Permit - Section 404 6 6 $295.68
405 Permit - SPA 124 4 2 6 $238.68406 Permit - 318 Authorization 2 2 $98.56407 Quality Control Review 1 1 $52.97
11 34 2 38
Sub Total Direct Labor Cost $52.97 $49.28 $1,675.52 $41.56 $1,819.33408 Direct Expense $100.00
Sub Total Direct Expense and Subconsultant $100.00
Sub Total Direct Cost by Phase $1,919.33Fee with 3.0 Multiplier
Multiplier=3.00 Given fee of:
500 GEOTECHNICAL ANALYSIS501 Project Management and Coordination 1 1 $49.28
1 1
Sub Total Direct Labor Cost $49.28 $49.28
502 Subconsultant - Terracon - Geotech Report $5,500.00
Sub Total Direct Expense and Subconsultant $5,500.00Sub Total Direct Cost by Phase $5,549.28
Fee with 3.0 Multiplier
Multiplier=3.04 Given fee of:
600 PATHWAY DESIGN
601 Project Management and Coordination 8 8 $394.24
602 Client Consultation and Meetings 4 4 $197.12
603 Horizontal and Vertical Alignment 4 4 24 32 $953.32604 Typical Section 14 5 $134.87
605 Cross-sections 120 21 $568.31606 Signing & Striping 14 5 $134.87
607 Sidewalks, Crosswalks and ADA 24 6 $161.38
Sub-total Labor Hours
Sub-total Labor Hours
Given fee of:
$5,650.00
$5,545.00
Sub-total Labor Hours
Sub-total Labor Hours
$2,080.00
$2,080.83
$5,542.12
$5,560.00
$22,174.70
$22,175.00
$5,557.99
Client Name: City of Bozeman
Client Contact Name:
582-2908
Sub-total Labor Hours
$5,647.84
Client Contact Email:
Client Contact Phone:
PROJECT SCOPING WORKSHEET - COST BASED
Project Manager: Danielle Scharf
Oak St - Front Street PathwayProject Name:
Project Number: 15022
1/7/2016
Carolyn Poissant
Date:
B
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cpoissant@bozeman.net
Mac Danielle Jeff Sam/Steph Curtis Doug Keith Chris Julie Keith
PRINCIPALSENIOR ENGINEERSENIOR ENGINEERSTAFF ENGINEERDESIGNER(CADD)SENIOR PROF. LAND SURVEYORSTAFF SURVEYORSENIOR ENGINEERADMIN/CLERICALCONST. INSPECTORTOTAL LABOR HOURSTOTAL FEEClient Name: City of Bozeman
Client Contact Name:
582-2908
Client Contact Email:
Client Contact Phone:
Project Manager: Danielle Scharf
Oak St - Front Street PathwayProject Name:
Project Number: 15022
1/7/2016
Carolyn Poissant
Date:
608 Details 24 6 $161.38609 Erosion Control Plan 1 1 $26.51
610 Quality Control Review 1 1 $52.97116 1260 89
Sub Total Direct Labor Cost $52.97 $788.48 $318.12 $1,625.40 $2,784.97
611 Direct Expense $100.00Sub Total Direct Expense and Subconsultant $100.00
Sub Total Direct Cost by Phase $2,884.97
Fee with 3.0 Multiplier
Multiplier=3.00 Given fee of:
700 PRELIMINARY PS&E SUBMITTAL
701 Project Management and Coordination 4 4 $197.12
702 Client Consultation and Meetings 1 1 $49.28703 Assemble plan package 2 8 2 $311.30
704 Special Provisions 4 $106.04705 Specifications Manual and Bid Documents 6 4 $242.18
706 Cost Estimate 4 $106.04
707 Quality Control Review 1 $52.97
15 168 6 5
Sub Total Direct Labor Cost $52.97 $246.40 $424.16 $216.72 $124.68 $1,064.93
708 Direct Expense $200.00Sub Total Direct Expense and Subconsultant $200.00
Sub Total Direct Cost by Phase $1,264.93
Fee with 3.0 MultiplierMultiplier=3.00 Given fee of:
800 FINAL PS&E SUBMITTAL
801 Project Management and Coordination 4 4 $197.12802 Client Consultation and Meetings 1 1 $49.28
803 Assemble plan package 2 4 1 7 $182.16
804 Special Provisions 1 1 $26.51805 Specifications Manual and Bid Documents 2 2 4 $94.58
806 Cost Estimate 2 2 $53.02574 319
Sub Total Direct Labor Cost $246.40 $185.57 $108.36 $62.34 $602.67
807 Direct Expense $300.00
Sub Total Direct Expense and Subconsultant $300.00
Sub Total Direct Cost by Phase $902.67
Fee with 3.0 Multiplier
Multiplier=3.00 Given fee of:
900 CONSTRUCTION BIDDING
901 Project Management and Coordination 4 4 $197.12
902 Client Consultation and Meetings 1 1 $49.28903 Contractor Bid Assistance 8 8 $394.24
904 Pre-bid Meeting 4 4 $197.12905 Addendum Preparation 4 1 5 $126.82906 Construction Contracting and Award 4 1 5 $217.90
21 4 227
Sub Total Direct Labor Cost $1,034.88 $106.04 $41.56 $1,182.48907 Direct Expense $300.00
Sub Total Direct Expense and Subconsultant $300.00
Sub Total Direct Cost by Phase $1,482.48Fee with 3.0 Multiplier
Multiplier=3.00
1000 CONSTRUCTION ADMIN & INSPECTION1001 Project Management and Coordination 4 4 $197.12
1002 Client Consultation and Meetings 2 2 $98.561003 Pre-Con Meeting 4 4 $197.12
1004 Shop Drawing Review 2 2 $53.02
1005 Construction Inspection and Documentation 4 40 44 $1,133.121006 Change Orders and Contract Modifications 4 4 $106.04
1007 Pay Estimates 2 2 4 $99.821008 Substantial Completion Walk-thru and admin 2 2 $98.56
1009 Final Walk-thru and admin 2 2 $98.56
1010 One-year Warranty Walk-thru and admin 2 2 $98.561011 As-builts 12 3 $103.46
21 8 2 42 73
Sub Total Direct Labor Cost $1,034.88 $212.08 $54.18 $982.80 $2,283.94
1012 Subconsultant - Construction Testing $1,000.00
1013 Direct Expense $150.00
Sub Total Direct Expense and Subconsultant $1,150.00
Sub Total Direct Cost by Phase $3,433.94
Fee with 3.0 Multiplier
Multiplier=3.00
Total Hours 5 814022682 6 36351642569
Total Direct Labor Cost $264.85 $3,991.68 $1,971.20 $5,991.26 $2,221.38 $231.66 $1,058.04 $1,724.80 $332.48 $982.80 $18,770.15
Total Direct Expense and Subconsultant $10,200.00
Total Project Direct Cost $28,970.15
Total Proposed Fee with 3.0 Multiplier
$8,454.91
Sub-total Labor Hours
$8,455.00
$3,395.00
$2,110.00
$66,820.00
$3,394.79
Sub-total Labor Hours
Sub-total Labor Hours
$2,108.01
Sub-total Labor Hours
Given fee of: $8,000.00
Sub-total Labor Hours
$3,847.44
Given fee of: $3,850.00
$8,001.82
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