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Home My WebLink AboutPrebid - BID - 8125 INTERSECTION IMPROVEMENTS AT VINE & SHIELDS6/3/2015 1 Intersection Improvements at Vine & Shields 6/3/2015 INTERSECTION IMPROVEMENTS AT VINE & SHIELDS Federal Aid Project No. STU M455-108 PRE-BID CONFERENCE: June 3, 2015 at 2:00 PM 215 N. Mason Street Conference Room 2A City of Fort Collins Engineering Department Capital Improvements Program 2 6/3/2015 2 INTRODUCTIONS Engineering Capital Projects Purchasing 3 Dan Woodward Project Manager 970-416-4203 Caleb Feaver Project Engineer 970-416-4229 Jeff Usher Construction Inspector 720-270-2653 John Stephen Senior Buyer 970-221-6777 ATTENDANCE • Please be sure to register • Bid Opening • When: June 17, 2015 at 3:00 pm (Our Clock) • Where: 215 N. Mason Street – Purchasing Division (2nd Floor) 4 6/3/2015 3 VICINITY MAP 5 IMPORTANT CONTRACT DATES • Award Contract • Partnering and Pre-Construction Meeting • Mandatory meetings prior to start of construction • Dates to be determined after contract award • Construction Start Date: Early – Mid July • One Hundred Thirty-Five (135) calendar days • Substantial Completion • One Hundred Twenty (120) calendar days • Final Completion • Fifteen (15) calendar days 6 6/3/2015 4 SUMMARY OF WORK Construction of a single lane modern roundabout including: • Removal of asphalt pavement, curb/gutter, sidewalk, etc. • Central/splitter islands • Concrete pavement • Curb, gutter, sidewalk and ramps • Parkways • Fence • Landscaping • Rain gardens/LIDs (Low Impact Developments) 7 CDOT LOCAL AGENCY PROJECT UDBE goal for this project: 6.5% OJT goal for this project: 320 hours Contractors to be on CDOT’s prequalification list Bid proposal must include: • CDOT 606 Anti-Collusion Affidavit • CDOT 714 UDBE Assurance Bids will not be accepted if they do not have these forms Fuel Cost Adjustment option Low bidder to receive: Form 650, Form 621, Form 715 and Form 718 These forms must be returned by 4:30 pm the following day Monthly payments will not be processed until all documentation required by CDOT for federally funded projects has been submitted to the City 8 6/3/2015 5 PROJECT COORDINATION Coordination between the Contractor, City and Larimer County is VERY IMPORTANT Construction traffic must be maintained for County project County Contact: Erich Purcell 970-498-5733 purcelem@co.larimer.co.us 9 RECOMMENDED PHASING • First phase during County’s full closure of N Shields • Full closure permitted on east leg of Vine during N Shields closure • Additional suggested phasing in plan set 10 6/3/2015 6 RECOMMENDED PHASING 11 RECOMMENDED PHASING 12 6/3/2015 7 PROJECT OVERVIEW • Coordination with other utilities • Contractor responsible for acquiring all appropriate permits and submit required documentation • SWMP – permit and inspections • CDOT Form 205 for each subcontractor • TCS Diaries, Payrolls • No designated staging area provided • All material testing conducted through City’s on-call consultant (CTL Thompson) and coordinated through City inspector (Jeff Usher) 13 PROJECT OVERVIEW • Partnering session prior to construction • Plans include: • Summary of Approximate Quantities (SOAQ) • Tabulation of Removals • Tabulation of Misc. Roadway Items • Tabulation of Drainage and Earthwork • Tabulation of Utility Items • Tabulation of Traffic Items • Tabulation of Traffic Control 14 6/3/2015 8 HIGHLIGHTS FROM GENERAL CONDITIONS AND GENERAL REQUIREMENTS 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 • The contractor will need to meet substantial completion requirements within ONE HUNDRED TWENTY (120) CALENDAR DAYS from start of contract as defined in Notice to Proceed. Substantial Completion is defined as traffic following the lane arrangements shown on the plans for finished roadway; all curb and gutter, pavement, joint sealing, median and island construction complete; traffic control devices and pavement markings in final positions. If the Contractor goes past the 120 calendar day substantial completion time count, damages in the amount of ONE THOUSAND SEVEN HUNDRED SEVENTY-EIGHT DOLLARS ($1,778) for each calendar day will be assessed. 15 HIGHLIGHTS FROM GENERAL CONDITIONS AND GENERAL REQUIREMENTS LIQUIDATED DAMAGES (Continued) • FINAL ACCEPTANCE • Final Acceptance is defined as completion of all sidewalks, final grading, landscaping, fencing, clean up, turnover of project documents, completed punch list items, and processing of all change orders. Final acceptance must be met within FIFTEEN (15) CALENDAR DAYS of Substantial Completion. If the Contractor goes past the 15 calendar day final acceptance time count, damages in the amount of ONE THOUSAND SEVEN HUNDRED SEVENTY-EIGHT ($1,778) for each calendar day will be assessed. 16 6/3/2015 9 HIGHLIGHTS FROM GENERAL CONDITIONS AND GENERAL REQUIREMENTS WARRANTY • All workmanship and material issues will be resolved during the correction period prior to final acceptance as per CDOT. • Hot Mix Asphalt Warranty Bond for $50,000 • 2 year Concrete warranty CONSTRUCTION TIME • ONE HUNDRED THIRTY-FIVE (135) calendar days from start of contract as defined in Notice to Proceed • Standard Hours of Operation • 7:00 AM – 6:00 PM, Monday – Friday • Given the scope of work, the City will allow extended working hours and weekends • Extended Hours requests must be made in writing a minimum of 5 working days prior to the request date 17 HIGHLIGHTS FROM GENERAL CONDITIONS AND GENERAL REQUIREMENTS PROJECT MEETINGS • Once per week at the construction office, time to be determined • Agree to quantities weekly • Monthly payments confirm acceptance of quantities by the Contractor • ALL quantity disputes MUST be resolved prior to monthly progress payments PROGRESS AND SCHEDULE REVISIONS • Prior to construction, initial schedule must be submitted and approved • Schedules shall be updated weekly • Contractor may be required to submit additional schedules depending on the progress of the project 18 6/3/2015 10 HIGHLIGHTS FROM GENERAL CONDITIONS AND GENERAL REQUIREMENTS RECORD DRAWING SET • Contractor will be required to keep record drawings HAUL ROUTES • Arterial and Collector streets only. Contractor will not be allowed to use residential streets to access the site with trucks hauling materials. • Hauls to and/or from Martian Marietta Materials (MMM) on Taft Hill Road must enter and exit MMM site from the NORTH to CR 54G SITE CLEAN-UP • Construction work shall be kept and accomplished in a neat, clean and orderly fashion • Tracking pads and street sweeping will need to be used in order to minimize tracking and meet EPA storm water quality requirements • Dust control will be required if necessary 19 HIGHLIGHTS FROM SPECIFICATIONS 20 6/3/2015 11 SECTION 201 CLEARING AND GRUBBING • 201-00000 – Clearing and Grubbing – Lump Sum • Includes removal of the following: • Bushes and shrubs as identified by Engineer or Assistant City Forester (Ralph Zentz) • All removed debris shall become the property of the Contractor • Debris shall be removed from the project site, not buried on site 21 SECTION 202 REMOVAL OF TREE 22 202-00010 – Removal of Tree – Each 6/3/2015 12 SECTION 202 REMOVAL OF TREE 23 • City Forestry Department responsible for identifying trees to be removed outside those specified in plans • City Forestry Contact: Ralph Zentz 221-6302 SECTION 202 REMOVALS • 202-00031 – Removal of Fire Hydrant – Each • 202-00032 – Removal of Valve – Each • 202-00035 – Removal of Pipe – Linear Foot 24 6/3/2015 13 SECTION 202 REMOVALS 25 202-00200 Removal of Sidewalk Square Yard 202-00203 Removal of Curb & Gutter Linear Foot SECTION 202 REMOVALS 202-00205 Removal of Wheel Stop Each 26 202-00210 Removal of Concrete Pavement Square Yard 6/3/2015 14 SECTION 202 REMOVALS 202-00220 Removal of Asphalt Mat Square Yard 27 202-00810 Removal of Ground Sign Each SECTION 202 REMOVALS 202-00815 Remove Sign (Special) Each 28 202-00829 Removal of Traffic Signal Equipment Lump Sum 6/3/2015 15 TRAFFIC SIGNAL REMOVAL Coordinate removal of traffic signals with City Traffic department City Traffic contact: Britney Sorensen 970-416-2268 bsorensen@fcgov.com 29 SECTION 202 REMOVALS 202-01000 Removal of Fence Linear Foot 30 6/3/2015 16 SECTION 203 EXCAVATION • 203-00010 – Unclassified Excavation – Cubic Yard • 203-00010 – Muck Excavation – Cubic Yard • 203-01597 – Potholing – Hour • City potholing and utility survey during design does not preclude contractor from being required to do their own potholing • City pothole info is shown in the plans for information only 31 SECTION 206 SECTION 207 • 206-00510 – Filter Material (Class A) – Cubic Yard • 207-00210 – Stockpile Topsoil – Cubic Yard • 207-00405 – Topsoil (Special) – Cubic Yard 32 6/3/2015 17 SECTION 208 EROSION CONTROL • 208-00018 – Gravel Bag – Linear Foot • 208-00020 – Silt Fence – Linear Foot • 208-00045 – Concrete Washout Structure – Each • 208-00050 – Storm Drain Inlet Protection – Each • 208-00070 – Vehicle Tracking Pad – Each • 208-00103 – Sediment Removal and Disposal (Labor) – Hour • 208-00105 – Sediment Removal and Disposal (Equipment) – Hour • 208-00205 – Erosion Control Supervisor - Hour 33 SECTION 210 RESET STRUCTURES 210-00010 – Reset Mailbox Structure – Each 34 6/3/2015 18 SECTION 210 RESET STRUCTURES • 210-00035 – Reset Water Meter – Each • 210-00810 – Reset Ground Sign – Each • 210-04010 – Adjust Manhole – Each • 210-04015 – Modify Manhole – Each • 210-04050 – Adjust Valve Box – Each 35 SECTIONS 212, 213, 214 LANDSCAPE • 212-00006 – Seeding (Native) – Acre • 212-00032 – Soil Conditioning – Acre • 212-00040 – Soil Preparation (Lawn) – Acre • 212-00050 – Sod – Square Foot • 213-00004 – Mulching (Weed Free Straw) – Acre • 213-00005 – Mulching (Decorative) – Cubic Foot • 213-00008 – Mulching (Wood Chip) – Cubic Foot • 213-00067 – Rock Mulch (Weed Free) – Square Foot • 213-00070 – Landscape Weed Barrier Fabric – Square Yard • 213-00440 – Metal Landscape Border (1/8 x 4 Inch) – Linear Foot • 213-00700 – Landscape Boulder – Each • 214-0000 – Landscape Maintenance – Lump Sum • 214-00215 – Deciduous Tree (1.5 Inch Caliper) – Each • 214-00220 – Deciduous Tree (2 Inch Caliper) – Each 36 6/3/2015 19 SECTIONS 212, 213, 214 LANDSCAPE • 214-00350 – Deciduous Shrub (5 Gallon Container) – Each • 214-00506 – Evergreen Tree (6 Foot) (Ball and Burlap) – Each • 214-00650 – Evergreen Shrub (5 Gallon Container) – Each • 214-00910 – Perennials (1 Gallon Container) – Each 37 SECTION 304 SECTION 403 • 304-06000 – Aggregate Base Course (Class 6) – Ton • 403-00720 – Hot Mix Asphalt (Patching) – Ton • 403-33741 – Hot Mix Asphalt (Grading S) (75) (PG 64-22) – Ton • 403-34841 – Hot Mix Asphalt (Grading SX) (100) (PG 64-22) – Ton 38 6/3/2015 20 SECTION 412 CONCRETE PAVEMENT • 412-00800 – Concrete Pavement (8 Inch) – Square Yard • 412-00801 – Concrete Pavement (8 Inch) (Special) (Davis Color Tile Red 1117) – Square Yard • 412-00801 – Concrete Pavement (8 Inch) (Special) (Davis Color Omaha Tan 5084) – Square Yard • 412-00801 – Concrete Pavement (8 Inch) (Special) (Davis Color Cocoa 6130) – Square Yard 39 SECTION 412 CONCRETE PAVEMENT • 412-00850 – Concrete Pavement (8.5”) – Square Yard • 412-00870 – Concrete Pavement (8.5”) (Fast Track) – Square Yard Quantities for Fast Track concrete will be paid only when requested by the Project Engineer/Project Manager All other uses of high early concrete will be considered incidental to the work 40 6/3/2015 21 SECTION 420 GEOTEXTILE • 420-00300 – Geotextile (Reinforcement) – Square Yard • Used on an “As Needed” basis 41 SECTIONS 504, 506, 601, 602 • 504-08050 – Stone Landscape Wall – Square Foot • 506-00210 – Riprap (9 Inch) – Cubic Yard • 601-00000 – Art Foundation – Lump Sum • 601-03000 – Concrete Class D – Cubic Yard • 602-00000 – Reinforcing Steel – Pound 42 6/3/2015 22 SECTION 605 DRAINAGE • 605-00004 – 4 Inch Non-Perforated Pipe Underdrain – Linear Foot • 605-00040 – 4 Inch Perforated Pipe Underdrain – Linear Foot • 605-85000 – Surface Sand Filter – Square Foot 43 SECTION 607 FENCE • 607-11530 – Fence (Special) – Linear Foot 44 6/3/2015 23 SECTIONS 608, 609 CONCRETE • 608-00006 – Concrete Sidewalk (6 Inch) – Square Yard • 608-00010 – Concrete Curb Ramp – Square Yard • Pay item includes detectible warning devices as shown in plans (Truncated Domes) • 609-21010 – Curb & Gutter Type 2 (Section I-B) – Linear Foot • 609-21020 – Curb & Gutter Type 2 (Section II-B) – Linear Foot • 609-21021 – Curb & Gutter Type 2 (Section II-M) – Linear Foot • 609-40010 – Curb Type 2 (Section B) – Linear Foot (Plan Correction) • 609-40130 – Curb Median (Special) – Linear Foot 45 SECTIONS 619, 623 WATER / IRRIGATION • 619-50480 – 6 Inch Plastic Pipe – Linear Foot • 619-75048 – 6 Inch Gate Valve – Each • 619-78048 – 6 Inch Fire Hydrant – Each • 623-00000 – Irrigation System – Lump Sum • 623-00602 – 2 Inch Plastic Pipe (Irrigation/Sleeve) – Linear Foot • 623-00604 – 4 Inch Plastic Pipe (Irrigation/Sleeve) – Linear Foot 46 6/3/2015 24 SECTIONS 614, 621, 626, 630 MOBILIZATION / TRAFFIC CONTROL • 614-80321 – Barricade (Type 3 M-A) – Each • 621-00450 – Detour Pavement – Square Yard • Thickness will be specified in Addendum • 626-0000 – Mobilization – Lump Sum • 630-00000 – Flagging – Hour • 630-00007 – Traffic Control Inspection – Day • 630-00012 – Traffic Control Management – Day • 630-10005 – Traffic Control – Lump Sum • 630-80359 – Portable Message Sign Panel – Day • 630-80370 – Concrete Barrier Temporary – Linear Foot 47 DETOUR PAVEMENT • Detour Pavement pay item includes all work and material necessary to provide a detour roadway meeting or exceeding the requirements shown in the plans and specifications • Pay item measured by square yard of HMA placed in the detour • Contractor shall remove detour pavement when no longer needed to maintain traffic • Contractor shall maintain detour for the entire period it is open to traffic • Any needed repairs to be completed at Contractor’s expense 48 6/3/2015 25 TRAFFIC CONTROL • Allow two (2) weeks for approval of Traffic Control Plans (TCP) for major phase changes • Maintain pedestrian and bicycle traffic – TCP shall account for these movements • Maintain emergency vehicle access into and through construction site • Provide and maintain continuous temporary access for businesses and residences • Maintain 12 foot lanes throughout the project 49 PAVEMENT MARKINGS AND SIGNAGE • Permanent pavement markings and signage to be furnished and installed by the City • Coordinate with City Traffic Department • Signing and Striping Contact: Rich Brewbaker 970-221-6792 rbrewbaker@fcgov.com 50 6/3/2015 26 SECTION 700 FORCE ACCOUNT • 700-70010 – F/A Minor Contract Revisions – Force Account • 700-70011 – F/A Partnering – Force Account • 700-70016 – F/A Fuel Cost Adjustment – Force Account • 700-70019 – F/A Asphalt Cement Cost Adjustment – Force Account • 700-70380 – F/A Erosion Control – Force Account • 700-70021 – F/A On The Job Training – Force Account 51 UTILITIES UTILITY/AGENCY CONTACT PHONE City Sanitary Sewer Andrew Gingerich 970-221-6232 City Water Andrew Gingerich 970-221-6232 City Fiber Clint Reetz 970-221-6326 City Stormwater Dan Mogen 970-224-6192 City Light & Power Luke Unruh 970-416-2724 CenturyLink Bill Johnson 970-490-7501 Comcast Don Kapperman 970-567-0245 ELCO Randy Siddens 970-493-2044 PRPA Mike Slavick 970-229-5390 Xcel Energy Stephanie Rich 970-225-7828 52 6/3/2015 27 UTILITIES The following utility work will be performed by the Utility Company or their agent: • ELCO – Replace 14” water along Vine prior to construction • City Water – Relocate portions of 16” water prior to construction; perform wet tap for irrigation • Xcel Energy – Overhead electric line to be relocated underground prior to construction • PRPA – Fiber to be relocated • Comcast – Underground cable and pedestals to be relocated, overhead cable to be relocated underground and poles removed • CenturyLink – Underground phone and pedestals to be relocated, overhead phone to be relocated underground and poles removed • City L&P – Underground electric to be relocated, duct bank and vault to be installed prior to construction 53 THANKS FOR ATTENDING Questions and clarifications can be directed to: John Stephen – Senior Buyer Office (970) 221-6777 Email jstephen@fcgov.com AND Caleb Feaver – Project Engineer Office (970) 416-4229 Email cfeaver@fcgov.com 54