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Home My WebLink AboutPrebid - BID - 7338 TROUTMAN PARKWAY GRADE SEPARATED CROSSING (2)Troutman Parkway Bicycle/Pedestrian Underpass Federal Aid Project No. AQC-M455-089 Bid No. 7338 PRE -BID CONFERENCE February 15, 2012 10:00 A.M. 215 N. Mason Street Community Room City of Fort Collins Engineering Dept. Capital Improvements Program Introductions Engineering: Capital Projects Program: • Rick Richter - Program Manager 221-6798 • Jin Wang - Project Manager 416-2292 • Mark Laken - Project Engineer 222-3546 • John Von Nieda — City Surveyor 221-6565 Purchasing: • John Stephen - Purchasing Agent 221-6777 Traffic: • Syl Mireles - Traffic Eng. Tech 221-6815 Consultant Engineer: • JF Sato & Associates BNSF Railroad Coordination Requirements: • Required BNSF Railroad Agreement between Contractor and BNSF — See Exhibit "C" in contract • BNSF will review box culvert design for precast box culvert - 4 week review period BNSF Railroad Coordination Requirements: The contract specifies a "work window" which is the 7 day full shutdown of the tracks for: • BNSF to remove rail, ties, & ballast (Day 1) • Structure excavation • RCP installation • 75' minimum box culvert installation • Spray on bridge deck membrane • Structural backfill • BNSF re -install rail, ties, & ballast (Day 7) • Day 8 the BNSF RR will be in full operation Currently Scheduled for July 23-29, 2012 BNSF Railroad Coordination Requirements: • The contract specifies a `work window" which is the 7 day full shutdown of the BNSF tracks. • Completing work in the time window is critical to the completion of the project • Contractor needs to be ready for this work window and have materials and equipment on hand for work • Failure to do so will be considered a breach of contract Anticipated Project Timeline for BNSF Coordination • Notice To Proceed — Mid -March • Precast design — 2 to 3 weeks • Submit Design for Approval — City & BNSF Review — 4 weeks — Address Comments — 1 week — Final Review — 2 weeks • Fabrication During June • AREMA Box Culvert & Slab available by mid -July • Installation anticipated for July 23-29, 2012 City Utility Coordination • City Utilities will install 1 valve on the 12" DIP waterline prior to construction and remove 162 LF of DIP waterline prior to construction • City Utilities will work around Contractors schedule to finish installing a 50' casing pipe, and 162 LF of 12" DIP waterline after the box culvert is installed Traffic Control • Traffic Control provided by contractor • 1 Lump Sum for all Traffic Control on the project including: Flagger Hours, TCS, Inspections & Traffic Control Devices • Contractor and traffic control subcontractor need to coordinate on construction • Full Time onsite TCS is not required - only during initial devices setup • Daily Logs required Traffic Control Sheet 40 shows an acceptable detour route and sheet 7 shows a summary of devices. • This detour route is required to minimize the detour for Mason Trail users • Additional Traffic Control will be required to bring in materials from Harmony Road • Additional Traffic Control will also be necessary at Troutman Road to barricade traffic from the workzone Haul Routes Access to the Site will be from: • Troutman Road on the east side of the box culvert • Mason Trail from Harmony Road on the west side of the box culvert • Mason trail is 6" Fibermesh reinforced Class D concrete on compacted fill • 5 CY maximum concrete loads on trail to Minimize damage to Mason Trail • If larger loads are delivered and damage occurs to existing trail, Contractor will be responsible for repair No Text EARTHWORK & FILL Section 203 & 304 -Structure Excavation — Paid per Plan -Structure Backfill (Class 1) — Paid per Plan -Shoring Area (Area 1) — Paid Lump Sum • To minimize excavation •4" Compacted Aggregate Base Course (Class 6) bedding — Paid per Ton -Excess material hauled to SE corner of Turnberry Road and Richard's Lake Road EROSION CONTROL Contractor will obtain and maintain the SW MP from the Colorado Dept of Public Health and Environment (CDPHE) • The Erosion Control Plans provided are not the SWMP. However, plan quantities were calculated from the Erosion Control Plan • Erosion Control is broken into several measurable pay items • Erosion Log, Inlet Protection, Concrete Washout Structure, & Tracking Pad • Contractor is required to have an Erosion Control Supervisor that shall enforce all policies that apply to this project (HR Item) DEWATERING • Dewatering Paid Lump Sum • Anticipated to encounter water at 5032' at west side and 5030' at east side • Per Addendum, aline item will be added for Muck Excavation which will include backfill with suitable rock material • Discovery of unsuitable material will not change the work window that the BNSF railroad is providing to the City BASES AND PAVEMENT Section 304 • Aggregate Base Course Class 6 Section 506 • Rip Rap Outlet Protection Section 507 • Slope and Ditch Paving PEDESTRIAN AND BIKEWAY RAILING • Pedestrian and Bikeway Railing — Type 1 • Pedestrian and Bikeway Railing (Side Mounted) — Type 2 • Pedestrian and Bikeway Railing (Top Mounted) — Type 3a • Pedestrian and Bikeway Railing (Side Mounted) — Type 4 • Pedestrian and Bikeway Railing (Top Mounted) — Type 3b NOTES ON STRUCTURE: 2 Types of box culvert sections • BNSF RR Requirements • 1'8" Top ; 2' 9" Bottom • More intensive waterproofing • AASHTO Requirements (underneath BRT) • 1'4" Top ; 1'2" Bottom Cast -In -Place Headwalls & End Section — Class D (Box) Cast -In -Place Stairs & Concrete Overlay— Class D (Misc) Cast -In -Place Walls — Class D (Walls) NOTES ON STRUCTURE: • Certifications required for Precast Culvert Supplier • National Precast Concrete Association • Post Tensioning Institute (PTI) Certification for post tensioned design • Precast Prestressed Concrete Institute (PCI) Certification for prestressed design • AREMA Design Criteria (on plan sheet 13): • Ballast Depth: Minimum 8", maximum 30" • E80 Live Load • Standard Grade 5 Timber Tie are 7" nominal Depth NOTES ON STRUCTURE: • Weld Plate Connections • Per Shop Drawings • 5' Centers minimum • On top of base slabs and top of 3 sided culvert • Detail B-6/13 Sheet 18 • Concrete Overlay - walking surface • On roughened surface • 1 % cross slope for drainage • Thickness varies — see Tables on sheets 18 & 19 Attendance Please be sure to resister • BID OPENING • When: March 1, 2012 @ 3:00 P.M. (Our Clock) • Where: 215 North Mason Street (20d Floor) • Bid Documents are available at: hftp://fcgov.com/eprocuremen hftp://fcgov.com/purchasing/ Contract Documents for Bid 7338 • Bid Set Plans for Troutman Parkway Bicycle / Pedestrian Underpass by J.F. Sato & Associates • Sheets 1 thru 46 • Specifications Book • Addendum to be released on February 23, 2012 • Revised Bid Tab NOTES ON STRUCTURE: • Trench Underdrain • Trench Drain running the entire length of the structure on North and South sides • Entire structure flows to the East • Trench Drain at the face of each entrance into the box culvert • Catch Basin at the Southeast corner of structure 4" Perforated Underdrain Pipe — installed on each side of box and at the middle of the Box — Sheet 10 WATERPROOFING MEMBRANE • Sprayed on Deck Membrane — 221 SY • Sprayed 80mils thick with 2 layers of Yi' thick asphalt impregnated fiberboard • BNSF AREMA Area —Top Only • Waterproofing (Membrane) — 259 SY • BRT AASHTO Area —Top Only • Sprayed on Deck Membrane • Sprayed on 80 mils thick — no asphalt impregnated fiberboard • BNSF AREMA Area and BRT AASHTO Area — Sides Only • Quantities to be modified by Addendum • Detail B-6 Joint Wrap Detail (Sheet 18) — Incidental to Box Culvert Cost CONCRETE Section 601 • Concrete Class D (Box Culvert) • Concrete Class D (Misc) • Concrete Class D (Wall) • Structural Concrete Coating Section 602 • Reinforcing Steel (Epoxy Coated) REINFORCED CONCRETE PIPE Section 603 • 15' RCP • 24x9.75 Foot Concrete 3-Sided Culvert Base Slab (Precast AASHTO) • 24x9.75 Foot Concrete 3-Sided Culvert Base Slab (Precast AREMA) • 24x9.75 Foot Concrete 3-Sided Culvert (Precast AASHTO) • 24x9.75 Foot Concrete 3-Sided Culvert (Precast AREMA) REINFORCED CONCRETE PIPE Section 604 • Catch Basin 24"x24" • Manhole Slab Base (20') • Trench Drain 1 (8 Inch) • Trench Drain 2 (12 Inch) • Trench Drain 3 (8 Inch) • 4 Inch Perforated Underdrain FENCING & SIDEWALK • Section 607 • Fence Chain Link (Special) (92 Inch) • Section 608 • Sidewalk (6 Inch) • Mason Trail • Ramps 613 ELECTRICAL • '/2" Electrical Conduit • %" Electrical Conduit • 1/4" Electrical Conduit (Plastic) • 1 '/4" Electrical Conduit (Plastic) • 2" Electrical Conduit (Plastic) • 3" Electrical Conduit (Plastic) • Wiring 613 ELECTRICAL • Luminaire (Special) ("A" Type Under Bridge Luminaire) • Luminaire (Special) ("B" Type Step Light Luminaire) • Light Standard and Luminaire ("C" Type Pedestrian)(18 Foot) • Light Standard and Luminaire ("C1" Type Pedestrian)(18 Foot) • Concrete Foundation Pad • Light Standard Foundation • Lighting Control Center TRAFFIC CONTROL Section 630 • Construction Zone Traffic Control • Covers all traffic control devices, flaggers, TCS, Inspection necessary for the project. • Contractor to develop traffic control plans for the project • Plans reviewed by the City • Maintain Access to Mason Trail / Troutman Pedestrian Bridge FORCE ACCOUNT • F/A Minor Contract Revisions • F/A Partnering • F/A Fuel Cost Adjustment • F/A On the Job trainee • F/A Railroad • F/A Erosion Control Thanks For Attending! • Any Questions or concerns can be addressed to: Jin Wang (Technical) • Office: (970) 416-2292 • Email: iwang(cDfcgov.com Mark Laken (Technical) • Mobile:970-222-3546 • Email: mlaken@fcgov.com John Stephen (Purchasing) • Office: (970) 221-6777 • Email: isteohen(alfcgov.com Vicinity Map NkR FoKiC• llin PROJECT LOCATION MAP 1 I ND q AVE ! �,qq t C�EGER R� DENT ISG A � � L �� DR SDPRDNMIH DR t I- W 5 ARCING ST PROJECT TROUtR4W PARK UT PKWY � •zz' ETpOUT RE K O NG',1N'fAl � D w W PgNL ��I � KEN �SINGT �T DR FES W HARMONY RD �_ Summary of Work • Structure Excavation and Structure Backfill • CIP Structural Concrete (Walls, Box, Misc.) w/ Rebar • 2-piece Precast Box Culvert (AREMA and AASHTO types) • RCP Pipe, Manholes, and Trench Drain System • Concrete Sidewalk • Electrical wiring and lighting • Pedestrian Railing • Traffic Control Important Contract Dates: AWARD CONTRACT • Bid Opening March 1, 2012 at 3:00 PM PRE -CONSTRUCTION MEETING • Mandatory Meeting Prior to Start of Construction • Date to be determined after contract is awarded CONSTRUCTION START DATE • Anticipate Notice to Proceed in mid -March, 2012 • Anticipated Begin Construction in late May, 2012 SUBTANTIAL COMPLETION - 180 Calendar days from beginning of construction FINAL COMPLETION — 14 Calendar Days after substantial completion is obtained. Project Overview Contractor responsible to acquire all appropriate permits and submit required documentation • SW MP — permit and inspections • Dewatering Permit if applicable • CDOT Form 205 for each subcontractor • Payrolls, EEO Documents, Trainee Forms • Shop Drawings, Material Submittals, Mix Designs Partnering session prior to construction • No designated staging area provided Project Overview • Survey • Provided by City of Fort Collins • Engineering Department Survey Staff • 48 hour written request for survey • Testing • Provided by City of Fort Collins • Thru contract with CTL Thompson • Contractor will setup testing as required HIGHLIGHTS FROM GENERAL CONDITIONS AND GENERAL REQ'S: 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: • SUBSTANIAL COMPLETION: • 180 days after commencement of work. • Damages in the amount of Two Thousand Dollars ($2,000.00) for each calendar day will be assessed. • FINAL ACCEPTANCE • Within 14 days of Substantial Completion. • Damages in the amount of Two Thousand Dollars ($2,000.00) for each calendar day will be assessed. HIGHLIGHTS FROM GENERAL CONDITIONS AND GENERAL REQ'S: =40101 .VGi1I0041]►r1Rif, 114 • 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 • Extended Hours requests must be made at the weekly meeting prior to the request date HIGHLIGHTS FROM GENERAL CONDITIONS AND GENERAL REQ'S: PROJECT MEETINGS: • Once a week. Location and time to be determined • Agree to weekly quantities, 2 weeks schedule, traffic control 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 DRAWINGS PLAN SET Contractor will be required to keep record drawings • Will be submitted to the City at the end of the project HIGHLIGHTS FROM GENERAL CONDITIONS AND GENERAL REQ'S: 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. General Notes on Federal Aid Project Requirements: • Change Orders will follow CDOT procedures • Federal Aid = Davis Bacon Wages and Wage Reporting Requirements • Weekly Payroll Submittals to City Staff • UDBE Goals = 9.5% of contract amount • On -Job Training Goals = 320 hours • OJT Trainee Payroll Documentation • CDOT Materials Requirements & "Buy American" • CDOT Form Submittals Troutman Underpass Project UDBE Requirements Underutilized Disadvantaged Business Enterprise (UDBE) Goal is 9.5% of Total Contract If UDBE goal is met, submit CDOT Form 715 If UDBE Goal is not met • Submit CDOT Form 718 • 3 Copies of Good Faith Effort documentation needs to be supplied to the City of Fort Collins by 4:30 PM on the next business day following Bid Opening. • Good Faith Effort includes all correspondences and supporting documentation that was amassed in effort to meet the UDBE project goal. Troutman Underpass Project UDBE Requirements • For UDBE Questions contact: • CDOT EEO Office at: (303) 757-9303 • CDOT maintains a DBE contractor list at: • http://www.dot.state.co.us/EEO/DBEProgramPa ge.htm • The list is updated monthly. BNSF Railroad Safety Requirements: • Contractor's Superintendent is required to complete online RR Safety Training Program • www.contractororientation.com • 30 Day verbal notice to BNSF Roadmaster for RR Flagger — Roadmaster: (307)-432-7357 • Railroad Flagger required when work is within 25' of Centerline of RR tracks • Railroad Flagger to be paid thru RR Force Account line item BNSF Railroad Safety Requirements: • 30 Day written notification prior to commencing construction on BNSF property • Proposed shoring, falsework, & cribbing (with support calculations) need to be submitted to BNSF for approval prior to work • BNSF Railroad Insurance required prior to working on BNSF ROW