R-2016-3289 - 3/10/2016RESOLUTION NO. R-2016-3289
WHEREAS, the City of Round Rock has previously entered into a Contract for Engineering
Services ("Contract") with Atkins North America, Inc. for the E. Bagdad Avenue Extension Project,
and
WHEREAS, Atkins North America, Inc. has submitted Supplemental Contract No. 1 to the
Contract to modify the provisions for the scope of services, and
WHEREAS, the City Council desires to enter into said Supplemental Contract No. 1 with
Atkins North America, Inc., Now Therefore
BE IT RESOLVED BY THE COUNCIL OF THE CITY OF ROUND ROCK, TEXAS,
That the Mayor is hereby authorized and directed to execute on behalf of the City Supplemental
Contract No. 1 to the Contract with Atkins North America, Inc., a copy of same being attached hereto
as Exhibit "A" and incorporated herein for all purposes.
The City Council hereby finds and declares that written notice of the date, hour, place and
subject of the meeting at which this Resolution was adopted was posted and that such meeting was
open to the public as required by law at all times during which this Resolution and the subject matter
hereof were discussed, considered and formally acted upon, all as required by the Open Meetings Act,
Chapter 551, Texas Government Code, as amended.
RESOLVED this 10th day of March, 2016.
ALAN MCGRAW, Mayor
City of Round Rock, Texas
ATTEST:
- W" - Ae�btE
SARA L. WHITE, City Clerk
0112.1604;00352697
EXHIBIT
„A»
STATE OF TEXAS §
COUNTY OF WILLIAMSON §
SUPPLEMENTAL CONTRACT NO. 1
TO CONTRACT FOR ENGINEERING SERVICES
FIRM: ATKINS NORTH AMERICA, INC. ("Engineer")
ADDRESS: 6504 Brifte Point Parkway, Suite 200, Austin, TX 78730
PROJECT: E. Bagdad Avenue Extension
This Supplemental Contract No. 1 to Contract for Engineering Services is made by and between
the City of Round Rock, Texas, hereinafter called the "City" and Atkins North America, Inc.,
hereinafter called the "Engineer".
WHEREAS, the City and Engineer executed a Contract for Engineering Services, hereinafter
called the "Contract", on the 24th day of September, 2015 for the E. Bagdad Avenue Extension
Project in the amount of $104,700.41; and
WHEREAS, it has become necessary to amend the Contract to modify the provisions for the
scope of services and to increase the compensation by $326,360.94 to a total of $431,061.35;
NOW THEREFORE, premises considered, the City and the Engineer agree that said Contract
is amended as follows:
I.
Article 1. City Services and Exhibit A, City Services shall be amended as set forth in the
attached Addendum To Exhibit A.
II.
Article 2, Engineering Services and Exhibit B, Engineering Services shall be amended as set
forth in the attached Addendum To Exhibit B. Exhibit C, Work Schedule shall be amended as
set forth in the attached Addendum To Exhibit C.
III.
Article 4, Compensation and Exhibit D, Fee Schedule shall be amended by increasing by
$326,360.94 the lump sum amount payable under the Contract for a total of $431,061.35, as
shown by the attached Addendum to Exhibit D.
IN WITNESS WHEREOF, the City and the Engineer have executed this Supplemental
Contract in duplicate.
Supplemental Contract Rev.12/01/08
0199.1539; 00352200 84275
ATKINS NORTH AMERICA, INC.
Un
Date
CITY OF ROUND ROCK
Alan McGraw, Mayor
Date
Supplemental Contract
0199.1539;00352200
APPROVED AS TO FORM:
Stephan L. Sheets, City Attorney
Rev.12/01/08
84275
ADDENDUM TO EXHIBIT A
City Services
The City of Round Rock Public Works Department will furnish the Engineer the following
items/information:
TASK 1: PROJECT MANAGEMENT
1. Review and approve invoices.
TASK 2: SURVEYING
1. Provide any Round Rock specific surveying requirements.
TASK 3: ENVIRONMENTAL STUDIES
1. Review and provide feedback on environmental tech memo.
TASK 4: PRELIMINARY DESIGN/30% PLANS
1. Review and approve design parameters and typical section.
2. Provide as -built plans for adjacent roadways and trails as needed.
3. Provide City of Round Rock utility information.
4. Provide subdivision plats and site plans along the corridor.
5. Provide available information on existing drainage facilities.
6. Provide hydraulic design criteria.
7. Review and provide comments on 30% plans.
8. Provide applicable information on the City's Downtown Master Plan project including
but not limited to current traffic data (ADT and percent trucks), future traffic projections
(ADT and percent trucks), and landscaping/beautification guidelines.
TASK 6: GEOTECHNICAL DESIGN
1. Review and approve geotechnical analysis and pavement design
TASK 7: 60% PLANS
1. Review and provide comments on 60% plans.
TASK 8: 95% PLANS
1. Review and provide comments on 95% plans.
TASK 9: 100% PLANS/FINAL SUBMITTAL
1. Review and approve 100% plans and submittal documents.
ADDENDUM TO EXHIBIT B
Engineering Services
PROJECT DESCRIPTION
This Supplemental Contract consists of preparation of 30%, 60%, 95% and 100% PS&E plans
for the project as well as survey, environmental tech memo and pavement design. The proposed
project will include a new location 3 -lane roadway connection between Burnet St and S Black St
as well as the widening of S Georgetown St to 3 -lanes between S Black St and E Main St.
Existing E Bagdad Ave between McNeil Rd and Burnet St will be relocated directly adjacent to
the railroad as a 3 -lane section. The approximate length of the project is 0.54 miles.
TASK 1: PROJECT MANAGEMENT
1. Prepare monthly project status updates and invoices.
2. Manage sub -consultants.
3. Maintain project execution plan including QA/QC plan and schedule.
TASK 2: SURVEYING
Engineering Design Survey
1. Recover, verify, and utilize established control from work performed previously in the
immediate area. Set primary control monuments at strategic locations at the north and
south limits of the project as inter -visible pairs with no greater than 500 feet between
each monument. The values will be relative to NAD 83 Texas State Plane Coordinates,
Central Zone, 4203 (scaled to surface values) and reconciled to the CORR GPS
monument system. A "combined scale factor" will be derived for coordinate conversion
purposes based on an average CSF of all primary point coordinates. Vertical Datum will
be GPS derived orthometric heights.
2. Establish a vertical control system for the project. A benchmark system will be
established at approximately 500' intervals along the project route. Differential level lines
will be conducted for establishing the elevation at each benchmark. A list of benchmarks
with coordinates (to be used for locating purposes only), descriptions, and reported
elevations will be included in the project deliverables.
3. Place a utility location request with "One Call" system for designating of the
underground utilities within the project limits.
4. Collect spot elevations and grade breaks along the project route at intervals conducive to
precise DTM generation. The data will include curbs, gutters, pavement markings,
culverts, driveways, portions of parking areas, visible utilities and/or "one call" markings,
drainage features, irrigation installations as encountered, trees (ornamentals and/or 8" dbh
and up, if any) and any improvements within the defined area. Provide flow line
elevations of "wet" manholes within the project limits. Generate a 1 foot contour interval
DTM file of the project area. NOTE: reasonable attempts for measurements at silted
Page 1 of 7
drainage structures will be performed. Significant excavation of silt could result in
seeking of additional fees for data acquisition.
ROW/Boundary Survey
1. Perform sufficient research and of property records from various sources and office tasks
to develop the record ROWS and adjacent easements of record. This task will be
perfonned without benefit of title abstract for adjacent properties. There may be other
instruments not shown or known that affect the properties.
2. Perform sufficient field and office work to reasonably attempt recovery of property
corners, highway monuments, or other evidence along the project route to aid in the
analysis and reconstruction and depiction of the existing Bagdad Avenue (including side
streets as per limits described) ROW.
3. Prepare two survey plats and accompanying metes and bounds descriptions for parcels to
be acquired from the UPRR along McNeil Road and southerly boundary of the CORR
2.2 acre tract.
ASSUMPTIONS
The Surveyor shall notify the client prior to performing the work if:
a. Sufficient right-of-way monumentation cannot be found to re-establish the
existing alignments and associated right-of-way lines along the project corridor.
b. Traffic Control cannot be managed by the Surveyor's personnel.
c. The work is delayed due to weather or other circumstances beyond the Surveyor's
direct control.
d. Coordination with City personnel or landowners that limits the access to their
installations or availability of records for the survey (specifically UPRR ROW).
TASK 3: ENVIRONMENTAL STUDIES
Incorporate new areas of proposed project limits into the environmental tech memo.
TASK 4: PRELIMINARY DESIGN/30% PLANS
Incorporate new areas of proposed project limits into the 30% roadway and drainage
plans.
TASK 5: DIRECT EXPENSES
1. Mileage for project meetings and site visits.
2. Printing and reproduction of deliverables.
Page 2 of 7
TASK 6: GEOTECHNICAL DESIGN
1. Drill a total of five (5) 10 -foot soil borings spaced along the existing and proposed
roadway alignment at an approximate spacing of 600 feet. Total drilling footage is 50
feet.
2. The soil borings will be properly backfilled with bentonite chips and a single lift of cold
patch asphalt where applicable. The soil samples will be obtained using shelby tubes
and/or split -spoon samplers. Field-testing of soil samples will include pocket
penetrometer in the cohesive soils and Standard Penetration Test (SPT) in the
cohesionless soils.
3. All the field sampling and laboratory tests will be performed according to typical
geotechnical standards, where applicable, or with other well established procedures.
Perform appropriate laboratory tests on soil samples recovered from the borings.
Laboratory testing will include moisture content, liquid limit, plastic limit, unconfined
compression, Texas Triaxial Classification, and percent passing No. 200 Sieve tests. In
addition, test for sulfate content of the subgrade samples.
4. Geotechnical staff will use the borings to prepare an estimate of the potential vertical rise
(PVR) and Effective Plasticity Index (PI) for use in the subgrade stabilization design
recommendations. Provide geotechnical analysis needed for pavement design.
5. The pavement design will include consideration of estimated traffic loads as well as
geotechnical borings and lab testing results. The traffic data required includes current and
projected traffic counts and truck percentages.
6. Conduct nondestructive deflection testing (NDT) with the Falling Weight Deflectometer
(FWD) along the existing roadway to calculate existing subgrade design parameters, as
per TxDOT requirements. This data will also be used to finalize boring locations so that
geotechnical data is collected based on changes in subgrade conditions identified in
deflection profile plots of the NDT data.
7. Prepare one Asphalt Concrete Pavement design considering Flexible Base and the worst
case subgrade condition. Provide special attention to the high plasticity soils within the
project limits.
TASK 7: 60% PLANS
Roadway
1. Address comments from the City of Round Rock 30% Review.
2. Refine design cross-sections (50' intervals), calculate limits of construction, verify ROW
and construction easements, and compute earthwork quantities.
3. Revise and detail typical sections.
4. Complete plan/profile sheets.
5. Develop the following sheets: Index of sheets, project layout, horizontal alignment data,
removal plan, intersection layouts, driveway plan/profile sheets, miscellaneous roadway
details.
Page 3 of 7
6. Traffic Control Plan (TCP).
a. A detailed TCP shall be developed for E Bagdad Ave under traffic utilizing the
MUTCD and the current TxDOT Barricade and Construction Standards. The
TCP will identify the existing and proposed traffic control devices that will be
used to handle traffic during construction, including regulatory signs, warning
signs, construction warning signs, detour signs, construction pavement markings,
channelizing devices, portable changeable message signs, flashing arrow boards,
barricades, barriers, etc.
b. Prepare a narrative of the construction sequencing, including acceptable
construction work hours.
C. Prepare roadway detour details as required for Burnet St.
7. Compute and tabulate quantities.
8. Select standard details.
9. Prepare construction cost estimate.
Traffic
1. Prepare signing and pavement markings layouts.
2. Prepare illumination plan layouts.
3. Prepare small sign, pavement marking, and illumination summaries.
4. Utility coordination with power provider for the illumination electrical service pole
locations.
Utilities
1. Attend City of Round Rock monthly utility coordination meetings.
2. Develop waterline replacement plans for existing 8 -inch waterline along E. Bagdad
Avenue from S. Shepard Street to S. Georgetown Street and along S. Georgetown Street
from E. Main Street to E. Bagdad Avenue.
3. Leave AC pipe crossing in place, assuming proposed depth of cover is sufficient given
proposed roadway.
4. Develop water & wastewater adjustments plans and details.
5. Incorporate existing infrastructure and proposed relocation designs from utility owners
into utility plans.
Drainage
1. Prepare drainage report documenting hydrologic and hydraulic methodology and
modeling assumptions.
2. Estimate quantities and prepare cost estimate.
Page 4 of 7
3. Include drainage details and standards.
4. Prepare specifications.
5. Onsite drainage plans including storm drains, inlets, outfalls and other associated
drainage considerations will be adjusted as required to comply with the City's review
comments of the 30% design plans.
TASK 8: 95% PLANS
All Disciplines
I . Address comments from the City of Round Rock 60% review.
2. Continue development and detailing of sheets.
3. Prepare construction cost estimate, construction time estimate, specifications, and general
notes.
4. Atkins will provide Storm Water Pollution Prevention Plans (SWPPP) to minimize
sediment discharge from the project area during construction in accordance with best
management practices.
TASK 9: 100% PLANS/FINAL SUBMITTAL
All Disciplines
1. Address comments from the City of Round Rock 95% Review.
2. Prepare construction cost and construction time estimates.
3. Prepare specifications and general notes.
4. Attend pre-bid, bid opening and process bids.
NOT INCLUDED WITHIIN THIS SCOPE
The following items are not included with this scope because the level of effort to complete these
tasks is very dependent on the final route selected. These items, if necessary, would be added to
the scope through a supplemental agreement.
I. The project team assumes the project will be constructed using local funding sources and
will not require any federal permitting.
2. TxDOT environmental document
3. Environmental permitting or agency coordination
4. Beautification plans including, but not limited to landscaping or concrete fence plans
5. Public involvement
6. Storm water detention design or associated plans
Page 5 of 7
7. Water quality design or preparation of a water pollution abatement plan
8. Bid package preparation
DELIVERABLES
Pro 8ect Management
1. Monthly project status updates and invoices
Environmental
1. Environmental technical memo
ROW Mapping
1. Survey plats and metes and bounds descriptions for two parcels to be acquired.
Geotechnical Design
1. Geotechnical and pavement design report to include site vicinity map, geology map, plan
of borings, boring logs, laboratory test results summary, groundwater conditions,
generalized subsurface conditions, pavement thickness design inputs and resulting
recommendations, and general earthwork recommendations.
30% Submittal
1. Electronic submittal and two 11"X17" plan sets to include cover sheet, typical sections,
preliminary roadway plan and profile sheets, preliminary drainage layouts and cross
sections
2. 30% construction cost estimate
60% Submittal
1. Electronic submittal and two 11"X17" plan sets to include all required plan sheets and
cross sections
2. Drainage Report
3. 60% construction cost estimate
95% Submittal
1. Electronic submittal and two 11"X17" plan sets to include all revised plan sheets and
cross sections
2. Drainage Report
3. 95% construction cost estimate
4. A list of Specifications, Special Provisions and General Notes
100% Submittal
1. Electronic submittal and two final signed and sealed sets of l l"X17" full-scale paper
drawings. Specifications and special provisions will be complete and suitable for bidding
and award of a construction contract.
Page 6 of 7
One electronic file of drawings, cross sections and supporting data
3. 100% cost estimate
4. Construction time estimate
Page 7 of 7
ADDENDUM TO EXHIBIT C
Work Schedule
Attached Behind This Page
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H
E BAGDAD AVE EXTENSION
SUPPLEMENTAL#1
EXHIBIT D
Task 4: Preliminary Design/30% Plans
Task Description
Senior
Project
Project
Senior
Engineer
Senior
Design
Design
Senior
CA DD
Total
Manager
Manager
(QAOC)
Engineer
Engineer
EIT
Operator
Hours
Rales
$ 78.85
S 64.90
S 71.46
S 51.12
$ 48.08
S 27.24
S 40.39
Page 4
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CLIF-
E BAGDAD AVE EXTENSION
SUPPLEMENTAL#1
EXHIBIT D
Page 6
TASK 7: 60% PLANS
Task Description
Senior
Project
Manager
Project
Manager
Senior
Engineer
(QAQC)
Senior
Engineer
Design
Engineer
Design
EIT
Senior
Operator
Alenc l
Clerical
Total
Hours
Rates
S 78.85
S 64.90
S 71.46
S 51.12
$ 48.08
S 27.24
S 40.39
$ 31.50
A. Roadway
1. Cover Sheet NTS
1
4
5.0
2. Index
2
10
12.0
3. Summary of Quantities
a. Earthwork
4
16
20.0
b.Roadway
8
20
28.0
c. Traffic Control
4
4
8.0
d. Driveways
4
12
16.0
e. Removal
4
12
16.0
4. Project Layout 1"=200'
2
16
18.0
5. Horizontal Alignment Data
2
8
10.0
6. Typical Sections
0.5
1
4
5.5
7. Traffic Control Plan 1"=100'
2
2
8
24
36.0
8. Plan & Profile 1"=100'H, 1"=20'V
0.5
1 2
16
18.5
9. Intersection Layouts Assume 5 1"=40'
4
20
40
64.0
10. Driveway Plan & Profile Sheets Assume 5 driveways)
1
2
24
27.0
11. Removal Plan 1"=100'
2
8
16
26.0
12. Miscellaneous Roadway Details
2
8
24
34.0
13. Cross -Sections
2
2
40
44.0
14. Standards
4
2
8 1
14.0
15. Cost Estimate
1
6
24
31.0
16. QA/QC
20
16
16
52.0
17 Prepare Submittal Package
2
1
8
16
26.0
18 Prepare for and Attend Meetings 2
4
8
12.0
B. Traffic
1. Signing & Pavement Markings
a. Signing & Pavement Marking Layout 1"=100'
12
1
36
48.0
b. Quantities
1. Small Signs
2
12
14.0
2. Pavement Markings
2
12
14.0
C. Standards
4
4.0
d. QA/QC
4
4.0
2. Illumination
a. Illumination Layout
16
36
52.0
b. Quantities
2
8
10.0
c. Standards
1
1
4
5.0
d. QA/QC
4
4.0
C. Utilities
1. Water & Wastewater Adjustment Plans and Details
15
45
60.0
2. Draft Existing & Proposed Utility Plans Provided by Owners
6
14
20.0
3. Specifications and Estimate
12
12.0
4. QA/QC
4
8
12.0
5. Utility Coordination Meetings
8
32
40.0
D.;Drainage
1. Drainage Report
a. Report
6
10
22
38.0
b. Exhibits, Tables & Figures
2
6
4
12.0
c. QA/QC
1 2
2.0
2. Drainage CADD
a. Quantities
2
8
10.0
b. Overall DA
4
4
8.0
c. Interior DA
1 2
8
10.0
d. Storm Sewer P&P
8
20
12
40.0
e. Hydraulic Data
2
8
2
12.0
I. Drainage Details
2
4
6.0
. Drainage Standards
2
4
6.0
h. Cost Estimate
2
2.0
i. Specifications
2
2.0
M. QA/QC
12
12.0
Totals
29.0
36.0
131.0
199.0
482.0
105.0
982.0
Raw Labor
Multiplier
S -
2.88
$
$ 1,882.10
2.88
S 5.429
$ 2,572.56
2.88
S 7,420
S 6,696.72
2.88
S 19.316
$ 9,567.92
2.88
$ 27,597
$ 13,129.68
2.88
S 37,870
$ 4,240.95
2.88
S 12,232
$ -
2.88
S -
S 38,089.93
S 109,864.16
Page 6
E BAGDAD AVE EXTENSION
SUPPLEMENTAL#1
EXHIBIT D
Page 7
TASK 8: 95% PLANS
Task Description
Senior
Project
Manager
Project
Manager
Senior
Engineer
(QAQC)
Senior
Engineer
Design
Engineer
Design
EIT
Senior
CADD
Operator
Admin/
Clerical
Total
Hours
Rates
S 78.85
S 64.90
S 71.46
S 51.12
S 48.08
S 27.24
$ 40.39
S 31.50
A. Roadway
1. Cover Sheet NTS
1
2
3.0
2. Index
1
6 1
1
7.0
3. General Notes
1
2
8
11.0
4. Summary of Quantities
a. Earthwork
2
8
10.0
b.Roadway
4
8
12.0
c. Traffic Control
0.5
2
2
4.5
d. Driveways
2
4
6.0
e. Removal
2
4
6.0
5 Project Layout 1 "=200'
1
4
5.0
6. Horizontal Alignment Data
7. Typical Sections
1
2
3.0
8. Traffic Control Plan 1"=100'
1
1
8
16
26.0
9. Plan & Profile 1"=100'H, 1"=20'V
1
1
2
4
8.0
10. Intersection Layouts Assume 5 1"=40'
4
4
10
20
38.0
11. Driveway Plan & Profile Sheets Assume 5 driveways)
1
2
12
15.0
12. Removal Plan 1"=100'
1
4
12
17.0
13. Miscellaneous Roadway Details
1
4
12
17.0
14. Cross -Sections
1
2
20
23.0
15. Standards
2
1
4
7.0
16. Cost Estimate
4
16
20.0
17 QA/QC
8
8
16
32.0
18 Prepare Submittal Package
2
8
16
26.0
19 Prepare for and Attend Meetings 2
4
8
12.0
B. Traffic
1. Signing & Pavement Markings
a. Signing & Pavement Marking Layout 1"=100'
6
24
30.0
b. Quantities
1. Small Signs
1
8
9.0
2. Pavement Markings
1
8
9.0
c. Standards
2
2.0
d. QA/QC
4
4.0
2. Illumination
a. Illumination Layout
8
16
24.0
b. Quantities
6
6.0
c. Standards
2
2.0
d. QA/QC
4
4.0
C. Utilities
1. Water & Wastewater Adjustment Plans and Details
6
15
21.0
2. Draft Existing & Proposed Utility Plans Provided by Owners
3
7
10.0
3. Specifications and Estimate
4
4.0
4. QA/QC
1
2
4
6.0
5. Utility Coordination Meetings
8
1
24
32.0
D. Drainage
1. Revise Drainage Report Based on 60% Comments
a. Report
2
6
8.0
b. Exhibits, Tables & Figures
2
6
8.0
c. QA/QC
2
2.0
2. Drainage CADD
a. Quantities
1
1 2
4
6.0
b. Overall DA
1
2
2
5.0
c. Interior DA
2
2
2
6.0
d. Storm Sewer P&P
4
4
8
16.0
e. Hydraulic Data
2
4
2
8.0
I. Drainage Details
1
2
3.0
. Drainage Standards
1
1
2.0
h. Cost Estimate
2
2
4.0
i. Specifications
2
2
4.0
j. QA/QC
8
8.0
3. Erosion Control
a. SWPPP
2
6
12
20.0
b. Erosion Control Plans & Standards
2
6
12
12
32.0
Totals
26.0
18.0
85.5
119.0
300.0
55.0
603.5
Raw Labor
Multiplier
S -
2.88
S
S 1,687.40
2.88
S 4,867
S 1,286.28
2.88
$ 3,710
S 4,370.76
2.88
5 12,607
$ 5,721.52
2.88
S 16.503
S 8,172.00
2.88
S 23,571
$2,221.45
2.88
S 6,407
S -
2.8B
S -
S 23,459.41
S 67.664.82
Page 7
E BAGDAD AVE EXTENSION
SUPPLEMENTAL#1
EXHIBIT D
Page 8
TASK 9: 100% PLANS/FINAL SUBMITTAL
Task Description
Senior
Project
Manager
Project
Manager
Senior
Engineer
(QAQC)
Senior
Engineer
Design
Engineer
Design
EIT
Senior
CADD
Operator
Admin/
Clerical
Total
Hours
Rates S 78.85
S 64.90
S 71.46
$ 51.12
$ 48.08
S 27.24
S 40.39
S 31.50
A. Roadway
1. Cover Sheet NTS
1
2
3.0
2. Index
1
1
3
4.0
3. General Notes
1
2
4
7.0
4. Summary of Quantities
a. Earthwork
1
4
5.0
b.Roadway
2
4
6.0
c. Traffic Control
1
1
2
4.0
d. Driveways
2
4
6.0
e. Removal
2
4
6.0
5 Project Layout 1"=200'
1
2
3.0
6. Horizontal Alignment Data
1
2
1
3.0
7. Typical Sections
1
2
3.0
S. Traffic Control Plan 1"=100'
1
1
4
8
14.0
9. Plan & Profile 1"=100'H, 1"=20'V
1.0
1
2
4
8.0
10. Intersection Layouts Assume 5 1"=40'
2.0
2
4
8
16.0
11. Driveway Plan & Profile Sheets Assume 5 cinvewa s
1
1
8
10.0
12, Removal Plan 1"=100'
1
2
8
11.0
13. Miscellaneous Roadway Details
1
4
12
17.0
14. Cross -Sections
1
1
10
12.0
15. Standards
2
2 1
4
1
8.0
16. Cost Estimate
1
4
8
1
13.0
17. QA/QC
12
6
16
34.0
18 Specifications and special provisions
2
8
10.0
19. Construction time estimate
2
24
26.0
20. Prepare Submittal Packa e
2
8
8
18.0
21. Prepare for and Attend Meetings 2
4
8
12.0
B. Traffic
I
1. Signing & Pavement Markings
a. Signing & Pavement Marking Layout 1"=100'
2
12
1
14.0
b. Quantities
1. Small Signs
1
4
5.0
2. Pavement Markings
1
4
5.0
c. Standards
1
1.0
d. QA/QC
4
4.0
2. Illumination
a. Illumination Layout
2 1
12
1
14.0
b. Quantities
4
4.0
c. Standards
1
1.0
d. QA/QC
4
4.0
O. Utilities
1. Water &Wastewater Adjustment Plans and Details
4
8
12.0
2. Draft Existing & Proposed Utility Plans Provided by Owners
1
3
4.0
3. Specifications and Estimate
2
2.0
4. QA/QC
2
1
4
6.0
5. Utility Coordination Meetings
8
1
24
32.0
D. Drainage
I
1. Drainage Report
a. Report
4
4.0
b. Exhibits, Tables & Figures
4
4.0
c. QA/QC
2
1
2.0
2. Drainage CADD
a. Quantities
2
2
4.0
b. Overall DA
1
2
3.0
c. Interior DA
1
2
3.0
d. Storm Sewer P&P
2
2
1
5.0
e. Hydraulic Data
2
2
1
5.0
f. Drainage Details
1
1
2.0
. Drainage Standards
1
1
2.0
h. Cost Estimate
2
2
4.0
i. Specifications
2
2
4.0
'. QA/QC
4
4.0
4. Erosion Control
a. SWPPP
1
2
4
7.0
b. Erosion Control Plans & Standards
1
6
7.0
Totals
29.0
22.0
83.0
99.0
165.0
29.0
427.0
Raw Labor
Multiplier
$ -
2.88
S
S 1,882.10
2.88
$ 5,429
51,572.12
2.88
S 4,535
S 4,242.96
2.88
S 12,238
$ 4,759.92
2.88
S 13,729
S 4,494.60
2.88
S 12,964
S 1,171.31
2.88
S 3,378
$ -
2.88
S -
$ 18,123.01
S 52,272.85
Page 8