Loading...
HomeMy WebLinkAboutPrebid - BID - 8098 TIMBERLINE & HORSETOOTH INTERSECTION IMPROVEMENTS1 Horsetooth and Timberline Intersection Improvement Project Federal Aid Project No. AQC M455-010 PRE-BID CONFERENCE Monday April 6, 2015 11:00 AM – 12:00 PM 215 N. Mason Street 215 Training Room 2E City of Fort Collins Engineering Department Capital Improvements Program 2 INTRODUCTIONS • Engineering Capital Projects: • Tim Kemp – Project Manager 416-2719 • Dan Woodward – Project Manager 416-4203 • Craig Farver – Construction Inspector 222-0854 • Purchasing: • John Stephen – Senior Buyer 221-6777 3 ATTENDANCE • Please be sure to register • Bid Opening • When: April 21, 2015 3:00 PM • Where: 215 N. Mason Street (2nd Floor) 4 VICINITY MAP • CMAQ Funding • Double left turn lanes on TL • Right turn lanes • Ped crossing improvements • Median with future landscaping 5 IMPORTANT CONTRACT DATES • Award Contract • Date • Partnering and Pre Construction Meeting • Mandatory meetings prior to start of construction • Dates to be determined after contract award • Construction Start Date • One Hundred Eighty (180) calendar days • Substantial Completion • One Hundred Sixty-Five (165) calendar days • Final Completion • Fifteen (15) calendar days 6 SUMMARY OF WORK • Reconstruction of approximately 1,700 feet of Horsetooth Road and approximately 1,700 feet of Timberline Road • Addition of dual left turn lanes on north and south legs • Addition of right turn lanes with pork chop islands on north, west and east legs • Reconstruction/installation of medians • Concrete paving, curb/gutter, sidewalk, parkway installation • Traffic control, temporary striping provided by Contractor • Signal relocation, surveying, final signing and striping provided by City 7 CDOT LOCAL AGENCY PROJECT UDBE goal for this project: 9% OJT goal for this project: 640 hours Contractors to be on CDOT’s prequalified 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 605, 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 PROJECT OVERVIEW • Phasing • Maintain current through lanes and turn lanes through May 31, 2015. May merge bike lanes with travel lanes • From June 1, 2015 through August 15, 2015, maintain two (2) northbound and two (2) southbound lanes on Timberline Road • Horsetooth Road – may close east leg and west leg separately or may request a full closure of Horsetooth • Timberline Road – May eliminate left turns during Horsetooth closure • No later than August 16, 2015 Contractor shall have at least the following movements open: • All right turn lanes • Two (2) through lanes in each direction on Timberline Road and Horsetooth Road • At least one (1) left turn lane in each direction 9 PROJECT OVERVIEW • Full closure of Horsetooth permitted – 8 weeks for west leg and overlapping 4 weeks for east leg – If a full closure is requested, must maintain 4 lanes on TL and complete the following by Aug 15, 2015: – “OK” to remove existing medians on Timberline and fill with temporary pavement Horsetooth Road • All utility work • All earthwork outside new curbline • All median work • All HMA except top lift • All Concrete Pavement within roadway • All Sidewalk and Curb Ramp • All Curb and Gutter Timberline Road • All utility/grading/earthwork work outside existing curbline • All Curb and Gutter along east/west side of roadway • All Sidewalk and Curb Ramp • All Concrete Pavement outside of existing travel way 10 PROJECT OVERVIEW • West leg closure permitted with four (4) week duration 11 PROJECT OVERVIEW • East leg closure permitted with four (4) week duration 12 PROJECT OVERVIEW • Coordination with other utilities • Contractor responsible to acquire 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 contractor (CTL Thompson) and coordinated through City Inspector (Craig Farver) 13 PROJECT OVERVIEW • Partnering session prior to construction • Plans include: – Tabulation of Removals, Resets and Adjustments – Tabulation of Surface Quantities – Tabulation of Concrete Items – Tabulation of Driveways – Tabulation of Drainage Structures – Tabulation of Signs and Pavement Markings 14 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 SIXTY-FIVE (165) CALENDAR DAYS from start of contract as defined in Notice to Proceed. Substantial Completion is defined as all roadway improvements complete, traffic following in the lane arrangements shown on the plans for finished roadway, all sidewalk and enhanced crosswalks complete, completion of the medians, and all erosion control installed/functioning. If the Contractor goes past the 165 calendar day substantial completion time count, damages in the amount of THREE THOUSAND THREE HUNDRED ($3,3000.00) for each calendar day will be assessed. • FINAL ACCEPTANCE • Final acceptance must be met within FIFTEEN (15) CALNEDAR DAYS of Substantial Completion. Liquidated damages in the amount of THREE THOUSAND THREE HUNDRED ($3,300.00) for each calendar day will be charged if this schedule has not been met. 15 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 $150,000 • 2 year Concrete warranty • CONSTRUCTION TIME – One hundred eighty (180) calendar days from start of contract as defined in Notice to Proceed • Standard Hours of Operation • 7:00 AM thru 6:00 PM - Monday thru Friday. • Given the scope of the proposed improvements, the City will allow extended working hours and weekends • Extended Hours requests must be made in writing a minimum of 5 days prior to the request date 16 HIGHLIGHTS FROM GENERAL CONDITIONS AND GENERAL REQUIREMENTS • PROJECT MEETINGS • Once a 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 • The Contractor may be required to submit additional schedules depending on the progress of the project. • RECORD DRAWING PLAN SET • Contractor will be required to keep record drawings 17 HIGHLIGHTS FROM GENERAL CONDITIONS AND GENERAL REQUIREMENTS • HAUL ROUTES • Arterial and Collector streets only. Contractor will not be allowed to use residential streets to access the site with trucks hauling materials. • SITE CLEAN-UP • The 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 18 HIGHLIGHTS FROM SPECIFICATIONS 19 SECTION 201 – CLEARING AND GRUBBING • Clearing and Grubbing – LS • Includes removal of the following – Bushes and shrubs as identified by Engineer or Assistant City Forester (Ralph Zentz) • All removed debris becomes the property of Contractor • Debris to be removed from project site, not buried on-site 20 SECTION 202 - REMOVALS Removal of Tree – EA 21 SECTION 202 – TREE REMOVAL • City Forestry Department responsible for identifying trees to be removed outside those specified in plans • City Forestry Contact Ralph Zentz 970-221-6302 22 SECTION 202 - REMOVALS Removal of Inlet – EA 23 SECTION 202 - REMOVALS • Removal of Manhole – EA • Removal of Valve – EA • Removal of Pipe – LF 24 SECTION 202 - REMOVALS Removal of Concrete Median Cover Material – SY Removal of Sidewalk – SY Removal of Curb and Gutter – LF 25 SECTION 202 - REMOVALS Removal of Concrete Curb Ramp – SY Removal of Concrete Pavement – SY Removal of Asphalt Mat – SY 26 SECTION 202 - REMOVALS Removal of Asphalt Mat (Planing) – SY Removal of Pavement Marking – SF 27 SECTION 202 - REMOVALS • Sawcutting for all pay items is incidental to the work and not paid separately Removal of Traffic Signal Equipment – LS • Signal Pole Caissons – 4 EA 28 TRAFFIC SIGNAL COORDINATION • City will install all new traffic signal equipment, contractor to install conduit and pull boxes • Contractor to install temp signal, city to maintain operations • City Traffic Signal Contact: Britney Sorenson 970-222-5533 bsorenson@fcgov.com 29 TRAFFIC SIGNAL COORDINATION • Contractor shall coordinate with City Traffic Department to meet the following goals – Traffic Department work is expedited – Duplication of work is minimized – Impacts to traffic are minimized 30 STREET LIGHT COORDINATION • City Light and Power crews will remove and install all street lighting, associated electric utilities, and fiber optic vaults • City Light and Power Contact: – Rob Irish 31 STREET LIGHT COORDINATION • Contractor shall coordinate with City Light and Power Department to meet the following goals – Light and Power work is expedited – Duplication of work is minimized – Impacts to traffic are minimized 32 SECTION 203 - EARTHWORK • Unclassified Excavation – CY • Muck Excavation – CY • Proof Rolling – HOUR • Backhoe – HOUR • Combination Loader – HOUR • Potholing – HOUR – City potholing and utility survey during design does not preclude contractors from being required to do their own potholing – City pothole info is shown in the plans for information only 33 SECTION 206, 207 • 206 – Filter Material (Class A) – CY – Underdrain installed in medians, Section 605 • 207 – Topsoil (Special) – CY 34 SECTION 208 – EROSION CONTROL • Erosion Log – LF • Aggregate Bag – LF • Concrete Washout Structure – EA • Storm Drain Inlet Protection – EA • Vehicle Tracking Pad – EA • Removal and Disposal of Sediment (Labor) – HOUR • Removal and Disposal of Sediment (Equipment) – HOUR • Sweeping (Sediment Removal) – HOUR • Erosion Control Supervisor – DAY 35 SECTION 210 – RESET STRUCTURES • Reset Water Meter – EA • Reset Fire Hydrant – EA • Reset Pull Box – EA • Adjust Manhole – EA • Modify Manhole – EA • Modify Structure – EA • Adjust Valve Box – EA 36 SECTION 213 - LANDSCAPE • Landscape Boulder – EA SECTION 304 – Pavement Section • Aggregate Base Course (Class 6) – TON 37 SECTION 403 – HOT MIX ASPHALT • Hot Mix Asphalt (Patching) (Asphalt) – TON • Hot Mix Asphalt (Grading S) (75) (PG 64-22) – TON • Hot Mix Asphalt (Grading SX) (100) (PG 64-22) – TON • Pavement section SECTION 420 – GEOTEXTILE • Geotextile (Pavement) – SY 38 SECTIONS 412, 601, 603, 608, 609 – CONCRETE • 412 – Concrete Pavement (6 Inch) – SY • 412 – Concrete Pavement (9 Inch) – SY • 412 – Concrete Pavement (9 Inch) (Special) – SY • 412 – Concrete Pavement (9 Inch) (Fast Track) – SY • 601 – Concrete Class D – CY • 603 – 15 Inch Reinforced Concrete Pipe (Complete in Place) – LF • 608 – Concrete Sidewalk (Special) – SY • 608 – Concrete Sidewalk (6 Inch) – SY • 608 – Concrete Curb Ramp – SY • 609 – Curb Type 2 (Section B) – LF • 609 – Curb and Gutter Type 2 (Section I-B) – LF • 609 – Curb and Gutter Type 2 (Section II-B) – LF • 609 – Curb and Gutter Type 2 (Special) – LF  Abrasive Blast Finish – exposed aggregate 39 SECTIONS 412, 601, 603, 608, 609 – CONCRETE • Pavement section 40 SECTIONS 412, 601, 603, 608, 609 – CONCRETE • Quantities for Fast Track Concrete will be paid only when required by Project Engineer/Project Manager • All other uses of high early concrete will be considered incidental to the work for pay item Concrete Pavement (9 Inch) • Concrete Curb Ramp pay item includes detectible warning devices as shown in plans 41 SECTIONS 602, 604, 605, 608, 619, 623 • 602 – Reinforcing Steel – LBS • 604 – Inlet (Special) (Double) (5 Foot) – EACH • 604 – Inlet (Special) (Single) (5 Foot) – EACH • 604 – Manhole Slab Base (10 Foot) – EACH • 605 – 4 Inch Non-Perforated Pipe Underdrain (Special) – LF • 605 – 4 Inch Perforated Pipe Underdrain (Special) – LF • 608 – Metal Sidewalk Culvert – LF • 619 – Water Meter Vault - EACH • 619 – Water Service – EACH – Installation of water service line for irrigation controller as shown on plans • 623 – Plastic Pipe (Irrigation Sleeve) – LF – Valve boxes included in pay item 42 SECTION 610 – MEDIAN • Median Cover Material (Decorative) – SF • All medians have an underdrain outfall connected to the storm system, except the east leg median 43 SECTION 607 – CONSTRUCTION FENCING • Fence (Plastic) – LF SECTION 612 - DELINEATOR • Delineator (Type I) – EACH 44 SECTION 613 - ELECTRICAL • 2 Inch Electrical Conduit (Bored) – LF • 2 Inch Electrical Conduit (Plastic) – LF • 3 Inch Electrical Conduit (Plastic) – LF • Pull Box (24”x36”x24”) – EACH • Pull Box (30”x48”x24”) – EACH 45 SECTION 619 – WATER METER VAULT • Water Meter Vault – EA 46 SECTION 619 – WATER METER VAULT • Water Meter Vault – EA 47 SECTIONS 620, 626 • 620 – Sanitary Facility – EACH • 626 – Mobilization – LS 48 SECTIONS 621, 627, 630 – TRAFFIC • 621 – Detour Pavement – SY • 627 – 4 Inch Pavement Marking Tape (Removable) – LF • 627 – 8 Inch Pavement Marking Tape (Removable) – LF • 627 – 24 Inch Pavement Marking Tape (Removable) – LF • 630 – Construction Zone Traffic Control – LS – Covers all traffic control items necessary for the project except for Flagging and VMS Signs – Plans developed by Contractor – Approved by City of Fort Collins at least two (2) weeks prior to start date • 630 – Flagging – HOUR • 630 – Traffic Control Inspection – DAY • 630 – Traffic Control Management – DAY 49 DETOUR PAVEMENT • Detour Pavement 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 50 SECTION 630 (cont.) – TRAFFIC • 630 – Portable Message Sign Panel – EACH – 1 per direction of travel required – On site and displaying lane closure information at least 5 days prior to closures – Required prior to each Traffic Control Plan change • 630 – Concrete Barrier (Temporary) – LF • 630 – Impact Attenuator (Temporary) – EACH • 630 – Business Access Specialty Sign - EACH • 630 – Traffic Signal (Temporary) – EACH – Temporary signal plan must be approved by Project Engineer prior to modification/removal of existing signals – Contractor shall be responsible for initial installation and placement – City will perform any modifications after installation – One (1) signal head for each open lane of travel 51 TRAFFIC CONTROL • Allow two (2) weeks for approval of Traffic Control Plans (TCP) for major phase changes • Maintain pedestrian and bicycle traffic – TCP to account for these movements • Emergency vehicle access into and through construction site • Provide and maintain continuous temporary access for businesses and residences • Maintain 11 foot lanes throughout the project • See Phasing slide and Traffic Control Plan specification for lane closure limitations 52 PAVEMENT MARKINGS AND SIGNAGE • Permanent pavement markings and signage to be furnished / installed by the City • Coordinate with City Traffic Department • Signing and Striping Contact: Rich Brewbaker 970-221-6792 rbrewbaker@fcgov.com 53 SECTION 700 – FORCE ACCOUNT • F/A Minor Contract Revisions – FA • F/A Partnering – FA • F/A Fuel Cost Adjustment – FA • F/A Asphalt Cement Cost Adjustment – FA • F/A On-the-Job Training – HOUR • F/A Erosion Control – FA 54 UTILITIES • The following utilities are known to be within the project limit: Utility/Agency Contact Phone City Sanitary Sewer Andrew Gingerich 970-221-6232 City Water Andrew Gingerich 970-221-6232 City Storm Sewer Glen Schlueter 970-224-6065 City Forester Ralph Zentz 970-221-6302 City Light & Power Janet McTague 970-221-6700 CenturyLink Bill Johnson 970-377-6401 Xcel Len Hildebrand 970-225-7848 Comcast Don Kapperman 970-567-0245 Level 3 Rick Miller 720-888-7568 City Traffic Joe Olson 970-224-6062 55 UTILITIES The following utility work will be performed by Utility Company or their agent: • CenturyLink – Relocate, adjust and reset pedestals, lines and manholes • Comcast – Relocate and reset pedestals, lines and vaults • Level 3 – Relocate lines and vaults • City Lighting – Relocate existing lights standards • City Electric – Relocate vaults and lines • City Traffic Fiber – Reset traffic control pull boxes and signal relocations 56 QUESTIONS? Thanks for attending!