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Home My WebLink AboutPrebid - BID - 7650 TIMBERLINE & KECHTER RIGHT TURN LANES1 TIMBERLINE AND KECHTER RIGHT TURN LANES BID NUMBER: 7650 PRE-BID MEETING May 29, 2014 10am @ 215 North Mason – Room 1B City of Fort Collins – Engineering Department Capital Projects Group 2 INTRODUCTIONS  Engineering – Capital Projects Mark Laken – Project Engineer 222-3546 Craig Farver – Construction Inspector 222-0854 Tim Kemp – Design & Bid Assistance 416-2719  Purchasing John Stephen – Senior Buyer 221-6777 3 ATTENDANCE  Please be sure to register  Bid Opening June 13, 2014 @ 3:00pm (Our Clock) Location - 215 North Mason Street Submit Bids to Purchasing Department 4 IMPORTANT CONTRACT DATES  Pre-Construction Meeting  Mandatory Meeting prior to Commencing Construction  Date and Time to be determined after Contract Award  Construction Start Date  Approximately July 2, 2014  Sixty (60) Calendar Day Contract  Poudre School District starts Monday, August 18 5 IMPORTANT CONTRACT DATES  Substantial Completion  Forty-five (45) Calendar Days  Further Defined in General Conditions Slides  Final Acceptance  Fifteen (15) Calendar Days from Substantial Completion  Further Defined in General Conditions Slides 6 CONTRACT DOCUMENTS BID #7650  Plan Sheets  Prepared by: AECOM (Sheets 1 to 30)  Specification Book  Prepared by: AECOM and City of Fort Collins  Subgrade Investigation and Pavement Recommendation  Prepared by: CTL Thompson 7 PROJECT LIMITS 8 SUMMARY OF WORK  Removals – Clearing and Grubbing, Asphalt, Concrete  Embankment Material and Topsoil Placement  Install Aggregate Base, Curb, Gutter and Asphalt  Install Concrete Sidewalk and Curb Ramps  Pavement Rehab – Mill and Inlay  Install Native Seeding (NB Turn Lane Only)  Provide Traffic Control Approved Traffic Control Plans thru Syl Mireles 9 SUMMARY OF WORK  Construction Staking  Provided by the City of Fort Collins  48 Hours (Minimum) Required for Notification  Testing  Paid for by the City of Fort Collins thru CTL Thompson  Contractor will schedule Testing as required  Striping  Provided by the City of Fort Collins 10 HIGHLIGHTS OF GENERAL CONDITIONS  Superintendents The General Contractor SHALL employ a full time superintendent whose sole responsibility is to monitor and coordinate all facets of the work  Liquidated Damages – Substantial Completion If the Contractor goes past the 45 calendar days for substantial completion, damages in the amount of Eight Hundred Dollars ($800.00) for each calendar day will be assessed 11 HIGHLIGHTS OF GENERAL CONDITIONS  Substantial Completion - Defined Completion and Acceptance of: Removals, Embankment, Topsoil Placement, Slope Grading, Asphalt (Bottom Mat), Curb and Gutter, Curb Ramps, Ditch Paving and Inlet  Liquidated Damages – Final Acceptance If the Contractor goes past the 15 calendar days for final acceptance, damages in the amount of Eight Hundred Dollars ($800.00) for each calendar day will be assessed 12 HIGHLIGHTS OF GENERAL CONDITIONS  Final Acceptance - Defined Completion and Acceptance of: New Fence, Fine Grading, Native Seeding, Mulching and Tackifier, Removal of Tree Protection, Removal of Erosion Control Items (except those as directed by the City to remain in place), Asphalt (Top Mat), Sidewalk and Completed Punch List Items  Project Coordination Meetings  Weekly On-Site Meetings (including ticket collection)  Contractor to update Schedule weekly. The Contractor may be required to submit additional Schedules dependent upon progress of the project. 13 HIGHLIGHTS OF GENERAL CONDITIONS  Construction Hours  Standard Working Hours are from 7:00am to 6:00pm Monday through Friday  Weekend Work and / or Extended Hours Work may be granted. Requests for either must be made in Writing a minimum of 48 hours in advance. Requests are subject to approval by the City of Fort Collins.  Special Conditions for Arterial / Arterial Intersections o Not Permitted between 7 to 8:30am or 3:30 to 6pm unless approved by City Traffic Operations Dept. o Weekend or Extended Hours may be granted 14 HIGHLIGHTS OF GENERAL CONDITIONS  Haul Routes  Arterial and Collector Streets ONLY. Contractor will not be allowed to use Residential Streets to access the site.  Site Clean Up  The construction work shall be kept and accomplished in a neat, clean and orderly fashion  Street sweeping may be required in order to minimize vehicle tracking and to meet EPA storm water quality requirements  Dust control will be required as necessary 15 TRAFFIC CONTROL  Contractor Responsibilities:  Maintain vehicle, bicycle, and pedestrian traffic at all times. ALL detours for ALL modes of transportation shall be approved by the City prior to construction.  Maintain access to all local businesses  Review all upcoming lane closure needs and /or changes in traffic control set up at Weekly Progress Meetings  Traffic Control Plans need to be submitted to the City seven (7) days prior to setup 16 EROSION CONTROL - SWMP  Contractor Responsibilities:  Erosion Control in accordance with Sheets 21 - 24  The Contractor is responsible for maintaining and repairing all erosion control devices throughout the project  Contractor will designate a SWMP Administrator prior to the start of construction. The SWMP Administrator will conduct weekly inspections and submit a signed, log of activity weekly to the City.  Payment will be made under the “208” line items 17 MATERIAL SUBMITTALS  Reviewed by the City  Process Time – 5 days per submittal  Shop Drawings – 2 copies (1 City, 1 back to Contractor) WEATHER DAYS  See “Summary of Work” Section  Monthly Anticipated Calendar Days Lost to Adverse Weather Conditions 18 HIGHLIGHTS FROM SPECIFICATIONS 19 201 Clearing and Grubbing SB Right Turn Lane 20 201 Clearing and Grubbing NB Right Turn Lane 21 202 Removal of Inlet SB Right Turn Lane 22 202 Removal of Pipe / End Section NB Right Turn Lane 23 202 Removal of Guard Post NB Right Turn Lane 24 202 Removal of Fence NB Right Turn Lane 25 202 Removal of Sidewalk SB Right Turn Lane 26 202 Removal of Curb and Gutter SB Right Turn Lane 27 202 Removal of Concrete Curb Ramp SB Right Turn Lane 28 202 Removal of Asphalt Mat (Full Depth) SB Right Turn Lane 29 202 Removal of Asphalt Mat (Planing) (2” Depth) Intersection 30 202 Removal of Caissons (Top Three Feet) Existing Traffic Signals 31 EARTHWORK  203 Embankment Material (CIP) CY  203 Muck Excavation CY  203 Borrow (Muck Ex. Backfill) TON  203 Blading HOUR  203 Potholing HOUR 32 TOPSOIL  207 Topsoil (Stockpile and Redistribute) CY 33 EROSION CONTROL  208 Erosion Log (12 Inch) LF  208 Aggregate Bag LF  208 Concrete Washout Structure EACH  208 Storm Drain Inlet Protection LF  208 Vehicle Tracking Pad EACH 34 EROSION CONTROL  208 Removal and Disposal of Sediment (Labor) HOUR  208 Removal and Disposal of Sediment (Equipment) HOUR  208 Sweeping (Sediment Removal) HOUR  208 Erosion Control Supervisor HOUR 35 GROUND COVER AND TREE PROTECTION  212 Seeding (Native) ACRE  212 Tree Retention and Protection LS  213 Mulching (Weed Free Hay) ACRE  213 Mulch Tackifier LB Note: These Pay Items are for the NB Turn Lane. The Contractor will be responsible for “fine grading” disturbed areas along the SB Turn Lane (restoration by others). 36 BASE & ASPHALT  304 Aggregate Base Course (Class 6) TON  403 Hot Mix Asphalt (Grading S) (100) (PG 64-28) TON  403 Hot Mix Asphalt (Grading SG) (100) (PG 58-28) TON  403 Hot Mix Asphalt (Hand Patching) TON  Narrow Widening Areas less than Paver Width 37 PAVEMENT SECTION Both Turn Lanes – Full Depth Section 2” HMA (S) over 6” HMA (SG) over 6” ABC Placed atop “Approved” Recompacted Subgrade 38 GEOTEXTILE & DITCH PAVING  420 Geotextile (Reinforcement) SY  As directed by the Engineer for stabilization  507 Bituminous Slope and Ditch Paving (Asphalt) TON  Run down area at Southeast corner of intersection  The mixture used shall conform to the requirements for the asphalt pavement used on the project  615 Embankment Protector (Type 5) EACH  Used in conjunction with Pay Item 507 (above) 39 INLET  604 Inlet Type R (L 5) (5 Foot) EACH FENCES  607 Fence Plastic LF  Along Grading Limits for NB Turn Lane  607 Fence (“T” Post) (Smooth Wire) LF  Along NB Turn Lane 40 SIDEWALKS, CURB & GUTTER  608 Concrete Sidewalk (6 Inch) SY  608 Concrete Curb Ramp SY Detectable Warning (domes) are incidental  608 Sidewalk Drain EACH  609 Curb and Gutter, Type 2 (Section II-B) LF 41  620 Sanitary Facility EACH CONSTRUCTION SURVEYING  NO Pay Item – Provided by City of Fort Collins FIELD FACILITIES MOBILIZATION  626 Mobilization LS 42 TRAFFIC CONTROL  630 Flagging HOUR  630 Traffic Control Management DAY  630 Traffic Control Inspection DAY  Please review Section 630.15 of CDOT Specifications  630 Construction Zone Traffic Control LS  630 Portable Message Sign Panel DAY 43 TURN LANES / UTILITIES  Northbound Right Turn Lane  FCLWD Manhole Adjustment - Contractor  PVREA Moving Overhead Lines and Poles East  City Traffic has moved Traffic Signal Pole  City Traffic will place permanent vault after embankment  Southbound Right Turn Lane  Four Trees already transplanted  Century Link will rebuild vault – traffic rated  City Traffic has moved Traffic Signal Pole  City Traffic is rotating traffic vault  Contractor will mark, cap and cut irrigation lines 44 Thanks for Attending! Questions and Clarifications can be Directed to:  John Stephen – Senior Buyer  Office (970) 221-6777  Email jstephen@fcgov.com AND  Tim Kemp – Capital Projects Engineer  Office (970) 416-2719  Email tkemp@fcgov.com