HomeMy WebLinkAboutPrebid - BID - 6099 DRAKE ZIEGLER IMPROVEMENT PHASE III (2)DRAKE/ZIEGLER
IMPROVEMENT PROJECT
PHASE 3
PRE -BID CONFERENCE
APRIL 17, 2008
100PM
281 N College Ave
Conference Room A
City of Fort Collins
Engineering Dept
Street Oversizmg Program
INTRODUCTIONS
► Purchasing
► John Stephen — Purchasing Agent — (970) 221-6777
► Traffic
► Syl Mireless — Traffic Engineer Tech — (970) 221- 6815
► Utilibes
► D A Black - Environmental Specialist — (970) 224 6063
► Engineering
► Helen Mlgchelbnnk — City Engineer — (970) 221-6605
• Street Ovemizing Program
P. Matt Baker Program Manager — (970) 224-6108
► Mark Laken Project Engineer— (970) 222-3546
►Craig Farver Senior Construction Inspector (970) 222-0854
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HIGHLIGHTS FROM SPECIFICATIONS
202 02 Remove 60x50 Existing Secondary Drainage Structure (Foothills Channel)
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HIGHLIGHTS FROM SPECIFICATIONS
► 203-01 Seeded Roadway Fill — Strip and Haul - 6" Depth —
Roadway
P. 203-02 Borrow Suitable Fill (CIP)
► 203-03 Muck Excavation
► 203-04 Potholing
► " 203-05 Import Topsoil (Screened) — 3" Depth — Parkways
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► 2Q3-06 Borrow ABC (Class 5 or 6) — CIP
►,,, 20J-07 Splash Block Shaping
HIGHLIGHTS FROM SPECIFICATIONS
206 01 Structure Excavations
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HIGHLIGHTS FROM SPECIFICATIONS
► 206-02 Borrow Structural Backfill Material (R-Value>25)
@ Wingwalls
► 206-03 Structure Backfill Flowfill @ Box Culvert
► 206-04 Filter Material (1 1/2' Washed Rock)
► 206-05 Structure Haul and Dispose (On -Site)
► 206-06 Structure Muck Excavtion
► 206-07 Dewatering
HIGHLILGHTS FROM SPECIFICATIONS
► 208-01 Erosion Control — per plan — contractor
obtains SWMP from State
► 208-02 Sod Retention Blanket w/Seed @ Box
Culverts
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HIGHLIGHTS FROM
SPECIFICATIONS
► 210-01 Adjust Manhole Ring/Cover
► 210-02 Adjust Valve Box
HIGHLIGHTS FROM
SPECIFICATIONS
► 304-01 Aggregate Base Course — (Class 5
or 6) — 6" Depth — (CIP)
13
HIGHLIGHTS FROM
SPECIFICATIONS
► 306-01 Sidewalk Preparation
HIGHLIGHTS FROM
SPECIFICATIONS
► 307-01 Flyash Subgrade Stabilization — (12%)
14
HIGHLIGHTS FROM
SPECIFICATIONS
► 403-01 Hot Bituminous Pavement —
Grading S — 2 5" Depth — (PG 64-28)
► 403-02 Hot Bituminous Pavement —
Gradmg SG — 4" Depth — (PG 58-28)
HIGHLIGHTS FROM
SPECIFICATIONS
► 412-01 Enhanced Concrete Crosswalk —10"
— Tile Red w/Stamped Border
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HIGHLIGHTS FROM SPECIFICATIONS
► 506-01 SINSIN18" Type L Rip -Rap — 6" Topsoil (CIP Per Detail)
► 506-02 21'X61'X18" Type L Rip -Rap — 6" Topsoil — (CIP Per Detail)
► 506-03 8 X8'X18" Type Rip=Rap — 6" Topsoil — (CIP Per Detail)
► 506-04 6%6'X18" Type L Rip -Rap — 6" Topsoil — (CIP Per Detail)
"'0 t
"► 506-05 11'MN18" Type L Rip -Rap — 6" Topsoil — (CIP Per Detail)
3
► 506-06 130'X30'X2' Type M Rip -Rap — 6" Topsoil — (CIP Per Detail)
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HIGHLIGHTS FROM SPECIFICATIONS
60101 20x7x113 Box Culvert — (CIP) W/Wmgwalls/Parapet Walls/Toe
Walls/Railing/Brick Fascia
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HIGHLIGHTS FROM SPECIFICATIONS
►601-02 4'x8' Precast Box Culvert — with CIP
Wingwalls Toe Walls
HIGHLIGHTS FROM SPECIFICATIONS
► 603-01 18" Class III RCP
► 603-02 21" Class III RCP
► 603-03 30" Class III RCP
► 603-04 36" Class III RCP
P. 603-05 42" Class III RCP
P. 603-06 54" Class III RCP
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HIGHLIGHTS FROM SPECIFICATIONS
► 603-07 21" Class III RCP FES
P. 603-08 30" Class III RCP FES
P. 603-09 36" Class III RCP FES
P. 603-10 42" Class III RCP FES
HIGHLIGHTS FROM SPECIFICATIONS
► 603-11 Pond 269 Inlet Box w/Water Quality Structure —
Ties into 4 X8' Precast Box
► 603-12 Modified Junction Box #3 & Headwall @ Ends of
54" RCP Pipes
91
HIGHLIGHTS FROM SPECIFICATIONS
P. 603-13 Concrete Encasement on 30" PVC Sanitary Sewer
@ 54" RCP Crossing
P. 603-14 Concrete Encasement on 21" RCP Pipe
► 603-15 4" PVC Schedule 40 Sleewng with Flowable Fill
Backfill
► 603-16 Conduit Sleeving under walks for irrigation
HIGHLIGHTS FROM SPECIFICATIONS
► 604-01 5' Type R Inlet
► 604-02 10' Type R Inlet
P. 604-03 Double Type 16 Combo Inlet
► 604-04 5' Storm Sewer Manhole
► 604-05 Modified Concrete Sidewalk Culvert — (4'X20)
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INTRODUCTIONS
►Design Engineers
■ J R Engineering
op. Mike Brake P E
►Tim Halphoff
■ Drexel, Barrell & Co
►]im Brzostowicz P E
ATTENDANCE
► Please be sure to register
► BID OPINING
When MAY 812008
300PM
Where 215 North Mason
Street (2n" Floor)
HIGHLIGHTS FROM SPECIFICATIONS
► 608-01 Concrete Sidewalk (6'j
► 608 02 Concrete Access Ramps (8'1 with truncated dome warning panels
► 608-03 Concrete Crosspan with Aprons (9 1/2")
► 608-04 Hi -Early Concrete (24hr )
► 608 05 Flowable Fill Concrete
► 608-06 Colored Concrete Bike Path (5" Fibermesh)
► 608-07 San Diego Buff Concrete @ 20X7 Box Culvert — (6" Depth)
► 608-08 Exposed Aggregate Median Cover — San Diego Buff (4ff)
HIGHLIGHTS FROM SPECIFICATIONS
► 609-01 Vertical Curb and Gutter (30')
► 609-02 Vertical Curb and Gutter (18'� Outfall
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HIGHLIGHTS FROM SPECIFICATIONS
► 619-018" DIP CI-52 Water Main
► 619-02 6" DIP CL-52 Water Main
► 619-03 6" Gate Valve and Box
► 619-04 8"X8"X6" Swivel Tee W[M
► 619-05 Fire Hydrant Assembly
► 619-06 1" Irrigation Service & Meter Pit — Copper -Corp -Curb Stop —
Per COFC Spec
► 619-07 8"X8"X3" Tapping Sleeve
HIGHLIGHTS FROM SPECIFICATIONS
No. 2900-01 Dryland Seeding
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Thank You for Attending
Feel free to contact Mark Laken or
Craig Farver with any questions
you may have
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IMPORTANT MILESTONES
► AWARD CONTRACT
May 12, 2008
► PRE -CONSTRUCTION MEETING
Mandatory meeting prior to starting of construction Date to be determined
after contract is awarded
► CONSTRUCTION START DATE
May 19 2008
► SUBTANTIAL COMPLETION
90 Working Days from Construction start Date
► FINAL COMPLETION
10 working days following substantial completion
SUMMARY OF WORK
Drake/Ziegler Phase 3 Improvements:
► Improvements begin 100 feet east of the Drake
Road/Environmental Drive intersection and continue to
Horsetooth Road
P. The Improvements include minor earthwork, water line
installation, stormsewer installation, one cast in place
20'x7' box culvert, one precast 4'x8' box culvert, full depth
asphalt roadway installation, curb and gutter installation,
sidewalk installation
3
CONSTRUCTION DOCUMENTS
► Drake/Ziegler Phase 3 Specification Book and Bid Tab
► Drake/Ziegler Phase 3 Planset
• Designed by
►J R Engineering
► Drexel, Barrell & Co
• Sheet #'s
►1-45, 50 51, 58-63, 69-74, & Extra Informational Sheet
P. Addendum with revised Bid Tab available in late April to
account for the Pavement Design which is currently being
prepared by CTL Thompson
HIGHLIGHTS FROM GENERAL
CONDITIONS AND GENERAL REQ'S:
► SUPERINTENDENTS
The General Contractor ¢{ L employ a full time Superintendent whose
sole responsibility is to monitor and coordinate all facets of the work.
► LIQUIDATED DAMAGES
Substantial Comcletior
90 working days to substantially complete the
on shall be defined as the completion of all
instruction of the CIP Box Culvert, Storrs
al Curb and Gutter, Concrete Sidewalk,
ialt Pavement and any other pertinent items
If the Contractor goes past the 110 working
it of One Thousand Eighty Six Dollars
rr day will be assessed
► FINAL ACCEPTANCE
• Final acceptance must be met within 10 days after substantial completion
'j dat8d damages in the amount of Six Hundred Dollars ($600 00) per
calendar day will be charged If this schedule has not been met
4
HIGHLIGHTS FROM GENERAL
CONDITIONS AND GENERAL REQ'S'
► WARRANTY:
The Contractor will be required to warranty their work
for 2 years after date of final acceptance
CONSTRUCTION HOURS
The operation of all machinery and vehicles must take
place between the hours of
7 00 A M thru 7 00 P M
The Contractor may request extended hours
The request must be approved by the City of Fort
Collins 3 days prior to any work
HIGHLIGHTS FROM GENERAL
CONDITIONS AND GENERAL REQ'S
► CONSTRUCTION SURVEYING:
■ Provided by the Contractor
■ (Lump Sum Bid)
► TRAFFIC CONTROL:
■ Provided by the City
► GEOTECHNICAL AND MATERIAL TESTING.
■ Provided by the City It will be the Contractor's
responsibility to schedule the testing
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HIGHLIGHTS FROM GENERAL
CONDITIONS AND GENERAL REQ'S
► PROJECT MEETINGS
• Once a week at the construction trailer located on site Time to be
determined
► PROGRESS AND SCHEDULE REVISIONS
• Schedules shall be updated weekly The Contractor may be required to
submit additional schedules depending on the progress of the project
► HAUL ROUTES
• Arterial and Collector streets only Contractor will not be allowed to use
residential streets to access the site with trucks hauling material
HIGHLIGHTS FROM GENERAL
CONDITIONS AND GENERAL REQ'S.
► SITE CLEAN-UP
■ The construction work and progress shall be
kept and accomplished In a neat, clean and
orderly fashion
A
HIGHLIGHTS FROM GENERAL
CONDITIONS AND GENERAL REQ'S.
► Erosion Control
• Contractor will obtain and manage the Storm Water Management Plan
(SWMP) Permit from the Colorado Dept of Public Health and Environment
► Bi weekly inspectors and repairs for extent of construction
► Quarterlyanceinspections and maintenance of BMPs for 2 years after final
accept
► On Site copy of SWMP including inspection reports
• An exishng SWMP permit for the roadway earthwork will be transferred
Into the awarded contrador's name
• Blt e Management Practices (BMPs) will be installed and maintained per
BMPs will be maintained for 2 years after final acceptance or until 70%
coverage of disturbed area Is achieved
• If 70% coverage of disturbed areas Is not obtained in 2 years, the SWMP
will be transferred to the City of Fort Collins — Engineering Dept
TRAFFIC CONTROL AND WORK AREA
SAFETY
► TRAFFIC CONTROL:
• The traffic control for this project will be supplied by the
■ The current closures at Environmental Drive and
Horsetooth Road will remain in place until completed
roadway is ready to be reopened
■ Environmental Drive and Co Rd 9 will remain open at
all times to provide business access
■ The City anticipates that construction site access from
Horsetooth Road will be available on June 15, 2008
► Horsetooth/Ziegler intersections is currently under construction
with roundabout installation
7
TRAFFIC CONTROL AND WORK AREA
SAFETY.
► WORK AREA SAFETY:
■ The Contractor shall coordinate with the City all
work area safety control devises, such as
barricades and safety fence around all
excavations, trenches and drop offs
SITE COORDINATION WITH OTHER
CONTRACTORS
► Naranjo Civil Constructors
• Coordination at the Horsetooth Ziegler Roundabout Construction
Project which is currently under construction and being
administered by the City's Street Oversizing staff
► North Poudre Irrigation Co
• Contractor will need to coordinate with the Ditch Rider of the
FCRID Ditch prior to the installation of the 130' X 30' X 24" Rip -Rap
and the tie in for the 4' X 8' Precast Box Culvert and upon
completion of the Rip -Rap and the Box Culvert Construction City
will be responsible for the permit with the North Poudre Irrigation
Company
E7
HIGHLIGHTS FROM SPECIFICATIONS
201-01 Clearing and Grubbing
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