HomeMy WebLinkAbout10th Street Improvement AMENDMENT NO. 1
TO THE AGREEMENT FOR PROFESSIONAL SERVICES DATED JULY 1, 2009 BETWEEN BERNARDIN,
LOCHMUELLER AND ASSOCIATES, INC. HEREINAFTER REFERRED TO AS THE "CONSULTANT" AND
THE CITY OF JEFFERSONVILLE ACTING BY AND THROUGH ITS PROPER OFFICIALS, HEREINAFTER
REFERRED TO AS THE LOCAL PUBLIC AGENCY, FOR PRELIMINARY ENGINEERING DESIGN
SERVICES FOR THE PROPOSED RECONSTRUCTION OF 10 STREET FROM DUTCH LANE /PENN
STREET TO REEDS LANE.
WITNESSETH
WHEREAS, LOCAL PUBLIC AGENCY and CONSULTANT did on July 1, 2009 enter into an
agreement to provide preliminary engineering design services for the proposed reconstruction
of 10 "' Street from Dutch Lane /Penn Street to Reeds Lane, and
WHEREAS, the project has advanced to a stage at which Geotechnical Investigation and Right -
of -Way Engineering could be initiated, and
WHEREAS, it has been determined that additional topographic survey data collection is
required beyond the limits previously established to better evaluate the stormwater design
requirements, and
WHEREAS, it is the desire of the LOCAL PUBLIC AGENCY to initiate the Geotechnical
Investigation, Right -of -Way Engineering and additional Topographic Survey Data Collection for
the project, and
WHEREAS, LOCAL PUBLIC AGENCY desires to engage CONSULTANT to provide or cause to have
provided the required Geotechnical Investigation, Right -of -Way Engineering and additional
Topographic Survey Data Collection for the project, and
WHEREAS, the CONSULTANT has expressed a willingness to provide or cause to have provided
the required Geotechnical Investigation, Right -of -Way Engineering and additional Topographic
Survey Data Collection for the project, and
WHEREAS, in order for the CONSULTANT to provide the additional services, it is necessary to
amend the original agreement, and
CITY OF JEFFERSONVILLE PAGE 1 OF 6 AMENDMENT NO. 1
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NOW, THEREFORE, it is agreed by and between both parties that the original agreement to
amended as follows:
Section IV COMPENSATION of the Recitals is modified to read as follows:
SECTION IV COMPENSATION. The LOCAL PUBLIC AGENCY shall pay the CONSULTANT
for the Services performed under this Contract as set forth in Appendix "D" which is
herein attached to and made an integral part of this Contract. The maximum amount
payable under this contract shall not exceed One Million Five Hundred Thirty Three
Thousand Nine Hundred Dollars ($1,533,900.00).
11. Section V Geotechnical Investigation is added to Appendix "A" as follows:
V. Geotechnical Investigation
The CONSULTANT shall provide or shall cause to have provided the geotechnical
investigation services to determine the existing subsurface conditions at project
site and to develop recommendations necessary for the design and construction
of the earth elements of the project. The geotechnical investigation services
shall include performing 24 test borings at a depth of 20 feet along the roadway
alignment. The appropriate laboratory tests shall also be performed.
III. Section W Right -of -Wav Engineering is added to Appendix "A" as follows:
W. Right -of -Way Engineering
The CONSULTANT shall provide Right -of -Way Engineering in accordance with the
procedures and standards as indicated in the Indiana Department of
Transportation (INDOT) Right-of-Way Acquisition Procedure Manual for Local
Public Agencies and the Right -of -Way Engineering Procedures Manual as follows:
1. The CONSULTANT shall be responsible for a limited number of "minor
revisions" (one that is completed within no more than two (2) man -
hours) to the design plans, right -of -way plans, parcel plats, legal
descriptions, and for re- staking the proposed right -of -way for a limited
number of parcels, if the CONSULTANT originally designed and staked the
project. This provision terminates if and when the CONSULTANT
executes a Right -of -Way Services Agreement with the LOCAL PUBLIC
AGENCY.
CITY OF JEFFERSONVILLE PAGE 2 OF 6 AMENDMENT NO. 1
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2. The CONSULTANT shall prepare or cause to be prepared a Title Search
pursuant to the following:
a. All parcels, except Temporary Right -of -Way only parcels, shall
require:
A documented preliminary title search covering an interval
of time including one valid transfer of fee title beyond a
twenty year period from the date of the search, or
A guarantee of title issued in an amount commensurate
with the value of the interest being acquired, or
iii. An abstract prepared by a professional abstractor used
along with an examination of title by an attorney.
b. Temporary Right -of -Way only parcels shall require:
A documented minimal title search by a title company, or
ii. A verified last deed of record search by an LOCAL PUBLIC
AGENCY employee or consultant.
c. Each title search shall be updated at the time of Right -of -Way
acquisition.
3. Legal Descriptions (Transfer Document — Exhibit "A ") shall be prepared
and certified by an Indiana registered land surveyor for each parcel.
4. Right -of -Way Parcel Plats (Transfer Document — Exhibit "B ") shall be
prepared and certified by an Indiana registered land surveyor and tied to
the Location Control Route Survey plat for all parcels, except Temporary
Right -of -Way only parcels.
5. The CONSULTANT shall prepare the Transfer Documents for review by
the attorney of the LOCAL PUBLIC AGENCY, unless directed otherwise by
the LOCAL PUBLIC AGENCY.
6. Right -of -Way Engineering Documentation shall be prepared for each
parcel to include the Parcel Summary Sheet and the Parcel Computation
Sheet.
7. Right -of -Way Plans shall be prepared.
8. Right -of -Way Staking shall be provided using wooden hub and lath at the
deflection points of the proposed permanent and temporary right -of -way
lines.
9. The CONSULTANT shall cause to be prepared the Appraisal Problem
Analysis Report (APA) as a parcel -by- parcel examination of the project
site to determine the extent of each taking and the appraisal approach to
be utilized by the appraiser. An INDOT approved review appraiser
assigned to the project shall prepare the APA pursuant to the following:
CITY OF JEFFERSONVILLE PAGE 3 OF 6 AMENDMENT NO. 1
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a. Examine the Right -of -Way Plans and determine the extent of the
takings.
b. Perform an on -site inspection of each parcel requiring right -of-
way acquisition.
c. Determine whether a Waiver Valuation or an appraisal is needed
for each parcel.
d. Determine the appraisal approach which will be used to establish
just compensation.
e. Complete the APA on the INDOT approved form for each parcel.
f. Complete a project summary sheet setting out:
Parcel number
Owner's name
iii. Size of property
iv. Amount of right -of -way to be acquired
v. Types of right -of -way to be acquired
vi. Recommended appraisal form
10. The proposed appraisal fee shall be shown in the designated area on
each APA report. The LOCAL PUBLIC AGENCY shall signify approval of
both the APA report and the appraisal fee by signing the APA report.
IV. Section A.1 — AMOUNT OF PAYMENT of Appendix "D" is modified to read as follows:
A. AMOUNT OF PAYMENT
1. The CONSULTANT shall receive as payment for the services performed under this
Agreement, the total fee not to exceed One Million Five Hundred Thirty Three
Thousand Nine Hundred Dollars ($1,533,900.00), unless a modification of the
Agreement is approved in writing by the LOCAL PUBLIC AGENCY.
V. Section A.2.a is modified to read as follows:
a. Topographic Survey Data Collection $139,600.00
VI. Section A.4 is added to Appendix "D" as follows:
1. The CONSULTANT shall receive payment for providing the services set forth in
Section V — Geotechnical Investigation of Appendix "A" of this Agreement on a
unit price basis per the schedule set forth in Appendix "E ", attached to this
Agreement and made an integral part hereof. The total payment for these
CITY OF JEFFERSONVILLE PAGE 4 OF 6 AMENDMENT NO. 1
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services shall not exceed $30,000.00, unless approved by the LOCAL PUBLIC
AGENCY.
VII. Sections A.5 and A.6 are added to Appendix "D" as follows:
5. The CONSULTANT shall receive as payment for providing the services set forth in
Section W of Appendix "A" of this Agreement the total fee not to exceed
$370,000.00, unless a Supplemental Agreement is approved in writing by the
LOCAL PUBLIC AGENCY.
6. The CONSULTANT shall receive as payment for providing the Right -of -Way
Engineering set forth in Section W of Appendix "A" of this Agreement based on
the specific cost per unit multiplied by the actual units of work performed, in
accordance with the following schedule:
Quantity Mania Subtotal
a. R/W Plans & Project Management 1 LSUM @ $16,922.00 516,922.00
b. Permanent Legal Descriptions 125 Each @ $660.00 $82,500.00
Additional Permanent &
c• 125 Each @ 5337.00 $42,125.00
Temporary Legal Descriptions
d. Transfer Documents 125 Each @ 575.00 $9,375.00
e. R/W Parcel Plats 125 Parcels @ $670.00 $83,750.00
f. R/W Staking 125 Parcels @ $325.00 $40,625.00
g. Title Search 125 Each @ 5330.00 $41,250.00
h. Title Updates 125 Each @ $140.00 $17,500.00
i. Appraisal Problem Analysis 125 Each @ $200.00 $25,000.00
TOTAL $359,047.00
Based on preliminary property owner research, it is estimated that the Right -of -Way
Engineering will include 125 individual parcels. If the actual number of parcels is equal
to or less than the anticipated 125 parcels, the total fee should not exceed the
$359,047.00 indicated above. It however, the number of parcels exceeds the 125
anticipated, the additional parcels shall be invoiced on a unit price basis per the unit
prices shown above. In order to have funds available in the event that the total fee
exceeds the $359,047.00, the total not to exceed fee shall be set at $370,000.00.
CITY OF JEFFERSONVILLE PAGE 5 OF 6 AMENDMENT NO. 1
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VIII. Section 8.2 of Appendix "0" is modified to read as follows:
2. The LOCAL PUBLIC AGENCY, for and in consideration of the rendering of the
services provided for in Section A through Section Q and Sections V and W of
Appendix "A ", agrees to pay to the CONSULTANT for rendering such services the
fees established above in the following manner:
a. For completed work and upon receipt of invoices from the CONSULTANT
and the approval thereof by the LOCAL PUBLIC AGENCY, payments
covering the work performed shall be due and payable to the
CONSULTANT. From the partial payment thus computed, there shall be
deducted all previous partial fee payments made to the CONSULTANT.
Except as herein modified, changed and supplemented, all terms of the original Agreement
dated July 1, 2010 shall continue in full force and affect. This Amendment No. 1 increases the
original not -to- exceed total of $1,108,000.00 by $425,900.00 to a new not -to- exceed total of
$1,533,900.00.
BERNARDIN, LOCHMUELLER AND ASSOCIATES, INC. CITY OF JEFFERSONVILLE
' 40, ////
BY aGy�r�tb BY 1; to
Carl D. Camacho, Managing Director homas Galligan, May
ATTEST: �) ATTEST:
BY 1
Mark L. Harrison, Senior Associates Peg ilder, Clerk Treasurer
Director of Water /Wastewater Services
Y <u /i/ a� z�►1
Date Date
CITY OF JEFFERSONVILLE PAGE 6 OF 6 AMENDMENT NO. 1
. ucm:aco•m.�— o:n:a,......,:: ,.n.w:u.:« 208-0045 -OHY
APPENDIX "E"
ATC Associates Inc.
Geotechnical Engineering
2011 Fee Schedule
10th Street Widening and Reconstruction. Jeffersonsville. Indiana
Unit
Hem Service Unit Price
1. Mobilization and Field Coordination
a. Mobilization of SPT Rig and equipment each $ 240.00
b. Mobilization of CPT Rig each $ 412.00
c. Field Coordination with Utilities Lump Sum $ 310.00
d. Field Coordination with Property Owners
i. 1 to 10 Property Owners Lump Sum $ 280.00
11. 11 to 25 Property Owners Lump Sum $ 465.00
iii. 25 or more Property Owners Lump Sum $ 630.00
e. Mileage per mile $ 3.00
2. Truck Mounted Borings with 2 in. •
Split -Spoon Sampling
a. Standard feet S 18.80
b. Night Time feet $ 19.75
3. Truck Mounted Bodngs Using
Drilling Fluid
a. Standard feet $ 16.25
b. Night Time feet $ 19.50
4. Truck Mounted Core Drilling
a. Standard feet $ 34.40
b. Night lime feet $ 41.20
5. Truck Mounted Borings
a. Truck Mounted Boring through
Bedrock, Boulders or Concrete Pavement
I.) Standard feet $ 31.90
0.) Night lime feet $ 38.30
b. Bridge Deck Coring and Restoration
t.) Standard feet $ 310.00
0.) Night Time feet $ 370.00
8. Cone Penetrometer Testing
a. Set -up •
I.) Standard each $ 72.00
li.) Night Time each $ 86.50
b. Subsurface Profiling
t.) Standard feet $ 10.60
II.) Night Time feet $ 12.70
c. Profiling with pore pressure measure
I. Piezometric Saturation
a. Standard each $ 79.50
b. Night Time each $ 95.40
0. Penetration
a. Standard feet $ 12.75
b. Night Time feet $ 15.25
Fee S:hedub
Pape 1 of B
ATC Associates Inc. I
Geotechnical Engineering
2011 Fee Schedule
10th Street wdenina and Reconstruction. Jeffersonsviile. Indiana •
Unit
)tern Service Lit Price .
iii. Pore water dissipation test
a. Standard hour $ 140.50
b. Night Time hour $ 168.50
iv. Hydraulic Conductivity & Consolidation
a. Standard each $ 62.50
b. Night Time each $ 75.00
d. Profiling with shearwave velocity
1.) Standard feet $ 15.45
ii.) Night Time feet $ 18.65
e. Sample
I.) Standard each $ 21.00
ii.) Night Time each $ 25.30
7. Hand or Truck Soundings
a. Standard feet $ 10.55
b. Night Time feet $ 12.60
8. Hand Auger Drilling
a. Standard feet $ 11.35
b. Night Time feet $ 13.50
9. Skid Mounted Borings
with 2 in. Split-Spoon Sampling
a. Standard feet $ 26.75
b. Night Time feet $ 30.40
10. Skid Mounted Borings using Drilling Fluid
a. Standard feet $ 26.10
b. Night Time feet $ 31.30
11. Skid Mounted Core Drilling
a. Standard feet $ 37.50
b. Night Time feet $ 44.90 •
12. Skid Mounted Boring
through Bedrock or Boulders
a. Standard feet $ 39.00
b. Night Time feat $ 46.75
13. Skid Mounted Soundings
a. Standard feet $ 14.95
b. Night Time feet $ 18.10
Fee Sehee818
Page 2 of 8 1
T
ATC Associates Inc.
Geotechnlcal Engineering
2011 Fee Schedule
10th Street Widenlnc and Reconstruction. Jeffersonsville. Indiana
Unit
DWI Service Lhil Pd
14. Fumishing of Boat for Hand Auger Soundings Actual Cost .
15. Barge Set -up Expenses
a Navigable Water
1. Barge Set -up each $ 4,975.00
11. Rental of Support Equipment Actual Cost
111. Drill rig Down time per hour $ 129.00
b. Non - Navigable Water Barge Set -up each $ 4,300.00 .
i
16. Additional disassembly and reassembly j
a. Navigable Water each $ 1,825.00
b. Non - Navigable Water each $ 1,810.00
17. Barge Mounted Borings feet $ 29.00
with 2.0 in. SpIlt-Spoon Sampling
18. Barge Mounted Core Drilling feet $ 39.00
19. Barge Mounted Boring feet $ 43.50
through Bedrock and Boulders
20. Barge Mounted Soundings feet $ 16.90
21. Casing through Water feet $ 7.45
22. Uncased Sounding through Water feel $ 4.75
23. Set -up for Borings and Machine Soundings
a. Borings and sound. less than 20 ft deep each $ 60.50
b. Rock Core Borings each $ 104.60
24. Additional in. Split-Spoon Sampling each $ 17.90
25. 3 in. Split-Spoon Samples each $ 21.10
26. 3 in. Shelby Tube Samples each $ 56.60
27. Bag Samples
a. 300 Ibs. Sample each $ 100.00
b. 25 lbs. Sample each $ 34.00
28. Field Vane Shear Test
a. Standard each $ 100.00
b. Night Time each $ 118.00
29. 4.5 in. Cased Hole feet $ 11.00
Fee Schedule
Pege3 of 8
Alt Associates Inc. I
Geotechnical Engineering I
2011 Fee Schedule
10th Stmt Widening and Re Jeffersonsville Indiana
Unit
item Service Unit Price
30. Installation of Geotechnical Instruments I
a. Inclinometer Casing Installation
1) Standard feet $ 13.00
ii.) Night Time feet $ 15.30
b. Piezometer Installation Up to 25 ft each $ 237.00
c. Piezometer Install. Deeper than 25 ft. each $ 330.00
d. Metal Protective Cover each $ 108.00
31. Geotechnical Engineer hour $ 100.00
32. Railroad Expenses Actual Cost
33. Twenty-four Hour Water Levels .
a. Field Measurements
1.) Standard each $ 33.75
II.) Night Time each $ 40.50
b. PVC Slotted Pipe feet $ 5.15
34. Special Backfilling of Boreholes
a. O to 30 feet
1. SPT
a. Standard each $ 94.25
b. Night Time each $ 113.00
ii. CPT
a. Standard each $ 40.25
b. Night lime each $ 48.30
b. More than 30 ft
i. SPT
a. Standard feet $ 5.75
b. Night Time feet $ 8.90
H. CPT
a. Standard feet $ 1.65
b. Night Time feet $ 1.85
c. Pavement Restoration
1.) Standard each $ 63.50
ii.) Night Time each $ 81.40
35. Dozer Rental Actual Cost
36. Traffic Control
a. Flag Crew per day $ 535.00
b. Equipment Rental Actual Cost
c. Flag Crew with equipment per day $ 650.00
37. Centerline Surveying Actual Cost
38. Sieve Analysis each $ 43.00
39. Hydrometer Analysis each $ 49.00
Fes Schedvb
Page 4 of 8
Alt Associates Inc.
Geotechnical Engineering
2011 Fee Schedule
10th Street Widening and Reconstruction. Jeffersonsville. Indiana
Unit
llem Service Unft P
40. Moisture Content Test each $ 5.75
41. Liquid Limit each $ 30.00
42. Plastic Limit and Plasticity Index each $ 21.60
43. a. Unconfined Compression Test each $ 41.00
b. Remolding of 3 soil samples with chemical each $ 100.00
addmixtures in soil modification/stabilization
44. Specific Gravity Test each $ 31.00
45. Unit Weight Determination each $ 15.50
46. Hydraulic Conductivity Test
a. Constant Head each $ 200.00
b. Falling Head each $ 250.00
47. Consolidation Test each $ 400.00
48. Triaxiai Test
a. Unconsolidated- Undrained (UU) each $ 310.00
b. Consolidated- Undralned (CU) each $ 470.00
c. Consolidated- Drained (CD) each $ 640.00
d. Pore Pressure Measurement with a. or b. each $ 212.00
and Use of Back Pressure For Saturation
49a. California Bearing Ratio Test each $ 490.00
49b. Subgrade Resilient Modulus oach $ 440.00
50. Standard Moisture - Density Relationship Test each $ 122.00
51. Loss on Ignition Test each $ 21.60
52. pH Test each $ 13.40
53. Collapse Potential Evaluation Test each $ 330.00
54. Geotechnical Profile and Related Work
a. Without Soil Subgrade Drawings - First Mile lump sum $ 1,060.00
Each Additional Mile mile $ 485.00
b. With Soil Subgrade Drawings - First Mile lump sum $ 1,275.00
Each additional mile mile $ 555.00
c. Sal Subgrade Drawings Only - First Mile lump sum $ 330.00
Each Additional Mlle mile $ 205.00
Fee Schedib
Page 6 ale
ATC Associates Inc.
Geotechnical Engineering
2011 Fee Schedule
10th Street Widening an4fteconslmction. Jeffersonville. Indiana j
Unit
am Service PJica
55. Geot•chnlcal Report
a. Without Soll Subgrade Invest. - First Mile lump sum $ 1,500.00
Each Additional Mlle mile $ 643.00
•
b. With Soil Subgrade Invest - First Mile lump sum $ 1,730.00
Each Additional Mile mile $ 720.00
c. Soil Subgrade Invest. Only - First Mile lump sum $ 535.00
Each additional Mlle mile $ 330.00
58. Settlement Analysis and Recommendations for
Embankment
a. Proposed Embankment each $ 460.00
b. Proposed and Existing Embankment each $ 495.00
57. Ground Modification Design each S 1,340.00
58. Slope Stability Analysis
a. GO or c and 0 Analysis each $ 720.00
b. Corrective Measures each $ 720.00
c. Stage Construction Corrective Method each $ 1,215.00
59. Bridge Foundation Analysis and
Recommendations
a. Shallow Foundations each $ 425.00
b. Deep Foundations
I. Deep foundation analysis each $ 770.00
ii. Wave Equation Analyses each $ 300.00
c. Settlement Analysis for
Bridge Pier Foundation
i. Bridge Pier each $ 345.00
it. Embankment Plus Pier each $ 380.00
Embankment Plus Pier each $ 440.00
Plus All Other Loads
d. Foundation on Bedrock each $ 330.00
60. Retaining Structure Analysis Recommendations
e. Conventional Retaining Struct., MSE Walls
i. Shallow Foundation each $ 800.00
0. Deep Foundation each $ 1,060.00
01. Settlement Analysis for Retaining Wall each $ 340.00
Foundation
b. Pile Retaining Structure Analysis
and Recommendation
i. Free Standing Structure each $ 925.00
ii. Retaining Structure with Tie -Back each $ 1,340.00
c. Drilled -in -Pier Retaining SWcture Analysis
i. Free Standing Structure each $ 945.00
ii. Retaining Structure with Tie -Back System each $ 1,360.00
d. Soil Nailing Wall Analysis each $ 925.00
Fee Schedule
Page 6 of 6
ATC Associates Inc.
Geotechnical Engineering
2011 Fee Schedule
10th Street Widening and Reconstruction. Jeffersonville. Indiaja
Unit
Item Service ni Edsa
61. Seepage Analysis each $ 1,275.00
62. Deep Dynamic Compaction Analysis each $ 1,305.00
63. Field Inspector hour $ 65.00
84. Monitoring Geotechnical Instrumentation hour $ 85.00
65. Integrity Testing Actual Cost •
66. Dynamic Pile Analysis each $ 960.00
67. Static Load Test each $ 960.00
68. Dynamlc Pile Load Test Cost
69. CAPWAP C - Analysis each $ 455.00
70. Final Construction Inspection Report each $ 850.00
71. Foundation Evaluation by Non- Destructive Meth.
a. Surface Test/Pier or Foundation Actual Cost
b. Borehole Test/Pier or Foundations Actual Cost
72 Geotechnical Project Management
a. Project Coordination Mlle $ 1,500.00
b. Project Website Lump Sum $ 3,000.00
73 Geotechnical Report Review
a. Structure Report each $ 300.00
b. Roadway Report Mile $ 250.00
Pavement Investigation
1. Mobilization of Coring Equipment each $ 195.00
2. Mobilization Mileage for Coring Equipment mile $ 1.75
3. Pavement Core (Partial Depth) each $ 115.00
4. Pavement Core (Full Depth)
a. Standard each $ 170.00
b. Night Time each $ 204.00
5. Subbase Sample each $ 55.00
6. Cement Concrete Pavement Core each $ 29.85
Density Determination
Fee Schedule
Page7d8
li
ATC Associates Inc.
Geotechnical Engineering
2011 Fee Schedule
10th Street Widening and Reconstruction, deffersonsville. Indiana
Unit
nem Service Unit Price
7. Cement Concrete Core Compressive each $ 28.85
Strength Test
8. Bituminous Extraction Test each $ 75.00
9. Sieve Analysis of Extracted Aggregate Test each $ 51.50
10. Recovery of Asphalt from each $ 310.00
Solution by Abson Method
11. Theoretical Maximum Specific Gravity Test each $ 66.00
12. Bulk Specific Gravity Tests each $ 30.80
13. Air Voids Calculation each S 25.75
14. Core Report for Partial Depth Core each $ 30.50
15. Core Report for Full Depth Core each $ 38.00
16. Pavement Analysis and Report each $ 710.00
Boring Staking
1. 2-Man Crew hour $ 120.00
2. Mileage mile $ 0.50
Fee Schedule
Page 8or