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Home My WebLink AboutPrebid - BID - 7673 NORTH COLLEGE IMPROVEMENTS PROJECT - CONIFER TO WILLOX11 North College Improvements Project Conifer to Willox Federal Aid Project No. STE M455-106 PRE-BID CONFERENCE August 5, 2014 2:00 P.M. 215 N. Mason Street Community Room City of Fort Collins Engineering Dept. Capital Improvements Program 22 INTRODUCTIONS • Engineering: • Capital Projects Program: • Dean Klingner - Program Manager 221-6511 • Matt Baker - Project Manager 224-6108 • Kyle Lambrecht - Project Manager 221-6566 • Randy Maizland – Project Engineer 218-5658 • Joe Crabill - Construction Inspector 222-1134 • Purchasing: • John Stephen - Purchasing Agent 221-6777 • Traffic: • Syl Mireles - Traffic Eng. Tech 221-6815 • Consultant Engineers: • Interwest Consulting Group • Bob Almirall, P.E. 970-460-8487 33 ATTENDANCE • Please be sure to register • BID OPENING • When: August 20 @ 3:00 P.M. • Where: 215 North Mason Street (2nd Floor) 44 Vicinity Map 55 IMPORTANT CONTRACT DATES: • AWARD CONTRACT • Approximately Early-September 2014 • PRE-CONSTRUCTION MEETING • Mandatory Meeting Prior to Start of Construction • Date to be determined after contract is awarded • CONSTRUCTION START DATE • Approximately Mid-September 2014 • Approximately 300 Working Days • SUBTANTIAL COMPLETION • Calendar date: October 31, 2015 • FINAL COMPLETION • 30 Calendar days after Substantial 66 SUMMARY OF WORK North College Avenue: • Reconstruction and widening of approximately 0.5 mile of 4-lane arterial • Concrete Pavement w/ RCI layer and asphalt overlay • New curb and gutter, sidewalk, landscaped parkway and medians • Storm sewer pipes, manholes, inlets and water quality structures • Water main relocation/installation and new fire hydrants • Unclassified excavation, embankment and muck excavation as needed • Urban Design elements • 13,164 SY of Concrete Pavement (8” thick) • 1,212 TONS HMA Reflective Crack Interlayer • 2,424 TONS HMA (Grading S)(100)(PG 64-28) (2” thick) • Traffic control and Surveying to be provided by the Contractor • Temporary striping provided by the Contractor • Signal work, and Final signing and striping are by City forces. 77 North College Imp Project – Conifer to Willox 88 CDOT Local Agency Project UDBE goal for this project is 10% OJT goal is 1280 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 (August 21st) Monthly payments will not be processed until all documentation required by CDOT for federally funded projects has been submitted to the City. 99 PROJECT OVERVIEW • Phasing • Fall 2014 – West side removals, storm utility and roadway • Spring through Fall 2015 – East side construction and medians • Traffic control – US287 • 1 Southbound lane, 2 Northbound lanes, and 1 center turn lane • Access to businesses to remain open at all times • Coordination with other utilities • Contractor responsible to acquire all appropriate permits and submit required documentation • SWMP – permit and inspections • Dewatering Permit (60 days to obtain) • Permit for work within CDOT ROW • CDOT Form 205 for each subcontractor • TCS Diaries, Payrolls • Two historic properties 1010 Project Overview • Partnering session prior to construction • Public Information Services bid item • No designated staging area provided • Plans have: – Tabulation of Utilities – Tabulation of Removals and resets – Tabulation of Concrete Items – Tabulation of Surfacing Items – Tabulation of Storm water Quantities – Tabulation of Erosion Control – Tabulation of Electrical Items – Tabulation of Urban Design Elements – Tabulation of Irrigation Quantities 1111 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: • The contractor will need to meet substantial completion requirements by October 31, 2015. 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, all landscape and irrigation work, including the medians and center of the roundabout, installed and approved, and all erosion control installed/functioning. If the Contractor goes past the October 31, 2015 substantial completion date, damages in the amount of Three Thousand Nine Hundred Dollars ($3,9000.00) for each calendar day will be assessed. • FINAL ACCEPTANCE • Final acceptance must be met within 30 days of Substantial Completion. Liquidated damages in the amount of Three Thousand Nine Hundred Dollars ($3,900.00) for each calendar day will be charged if this schedule has not been met. 1212 HIGHLIGHTS FROM GENERAL CONDITIONS AND GENERAL REQ’S: • 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 $275,000 • 2 year Concrete warranty • CONSTRUCTION TIME: – Calendar date of completion, October 31, 2015, approximately 300 working days • 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 in writing a minimum of 5 days prior to the request date 1313 HIGHLIGHTS FROM GENERAL CONDITIONS AND GENERAL REQ’S: • 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 Drawings Plan Set • Contractor will be required to keep record drawings 1414 HIGHLIGHTS FROM GENERAL CONDITIONS AND GENERAL REQ’S: • 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. 1515 Highlights from Specifications 1616 PHASING • Phase I - West side utilities, concrete roadway paving and landscaping. East side alley paving. 2 Lanes Northbound 1 Lane Southbound Center Turn Lane 1717 PHASING • Phase II - East side utilities, concrete roadway paving and landscaping. 2 Lanes Northbound 1 Lane Southbound Center Turn Lane 1818 PHASING • Phase III – Median construction, landscaping and final asphalt RCI and 2” overlay. Traffic Control TBD 1919 Remove headwall (31 LF) – STA 63+40 Remove misc. foundations (42 EA) SECTION 202 - REMOVALS Remove Palomino sign foundation 2020 SECTION 202 - REMOVALS Remove existing canopy edge at 1304 – Roulon’s See project special for structural inspection requirements Section 202 Page 54 2121 SECTION 202 - REMOVALS Remove and return to owner (Page 53) • Carport at 1405 North College (verify this is on plans) • Satellite Dish at 1311 North College (verify this is on plans) • Antique Equipment at 1295 North College • Decorative Landscape Boulders 2222 • Removal of post lights (Montclair) • Removal of private lights (4) SECTION 202 - REMOVALS • Removal of planters (13) • Removal of brick planter (Montclair) 2323 SECTION 202 - REMOVALS • Removal of concrete barrier curb at the Ever Open Café • Removal of bollards at Acme Machine • Removal of steel structure (1505) 2424 SECTION 202 - REMOVALS Remove Business Signs Budget Host Inn Sign 2525 Removal of asphalt mat (8 to 12 Inch) SECTION 202 - REMOVALS Removal of concrete pavement 5,562 SY – This includes concrete pavement that may have asphalt over it after milling is completed Planning 2626 Typical Roadway Section 2727 203 Unclassified Excavation – 5120 CY 203 Blading – 10 Hours 203 Muck Excavation – 2500 CY 203 Embankment – 1080 CY SECTION 203 – EARTHWORK Geogrid & Base are incidental to the muck-ex quantity 2828 203 Potholing • City potholing and utility survey during design does not preclude contractors from being required to do their own potholing. • City pothole info is show in the plans for information only. SECTION 203 – EARTHWORK 2929 SECTION 206 – EARTHWORK 206 Structure Backfill* (FLOWFILL) – 1,859 CY *All shallow utilities and pipe structures shall be backfilled with flowfill. Payment based on tickets collected All storm pipe trenches must be flowfilled. The flowfill is NOT incidental to the pipe installation. Pipe trench excavation shall be limited to neat lines per CDOT spec’s. 3030 207 Topsoil (Varying depth) – 1,666 CY Topsoil certified lab testing results must be submitted for review prior to acceptance and placement. SECTION 207 – TOPSOIL 3131 SECTION 208 – Erosion Control • Contractor will obtain and maintain the SWMP 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 • Silt fence, concrete washout structure, inlet protection, etc. • Contractor is required to have an Erosion Control Supervisor that shall enforce all policies that apply to this project. 3232 210 Reset Mailbox (Each) - 14 SECTION 210 – RESET STRUCTURES 3333 210 Relocate Water Meter – 13 each 210 Relocate Water Services– 11 each 210 Adjust Valve Box – 11 Each 210 Adjust Water Meter – 2 Each 210 Adjust Manholes – 8 Each 210 Adjust Monitoring Wells – 2 Each 210 Adjust Structure (Water Quality Outfall Structure in Ponds at Poudre) SECTION 210 – RESET STRUCTURES 3434 SECTION 304 – Pavement Section • 304 Aggregate Base Course (Class 6) (6” depth) – 15,405 TONS 3535 SECTION 403 – HOT MIX ASPHALT • 403 Hot Mix Asphalt (Reflective Crack Interlayer) – 1,212 Tons • Product Contact Info • Road Science, LLC • 918-524-7100 • 403 - Hot Mix Asphalt (Patching) (Grading S) (75) (PG 64-22) (Private drives) – 858 Tons • 403 - Hot Mix Asphalt (Grading S)(75)(PG64-22)(Public Side Streets) – 822 Tons • 403 - Hot Mix Asphalt (Grading S)(100)(PG64-28) – 2,424 Tons • 403 – Leveling Course (Grading SX)(100)(PG64-22) – 602 Tons 3636 SECTION 412, 601 and 608 – CONCRETE • 601 – Masonry Walls – 245 LF (located at Palomino Hotel) • 412 - Concrete Pavement (8 Inch)(Roadway) – 13,164 SY • 412 - Concrete Pavement Drive Approach (8 Inch) – 1,306 SY • 608 - Concrete Sidewalk (6 Inch) – 3,550 SY • 608 – Colored Concrete Crosswalk (11 Inch) – 348 SY • 608 – Curb & Gutter (Various Types) – 13,062 LF 412 – Add-On For Fast Track – 200 SY 3737 SECTION 603 – STORM UTILITY West Side Storm Sewer – Hickory to Car Wash (Approx. 2300 LF RCP) East Side Storm Sewer – Conifer to Bristlecone (Approx. 1285 LF RCP) 3838 SECTION 603 – STORM UTILITY Masonry W • Trench to be excavated to neat lines at 18 inches on each side of pipe • Bedding is incidental to pipe installation but flowfill is NOT • Flowfill paid separately measured by tickets collected 3939 SECTION 603 & 604 – STORM UTILITY • Conifer Street future NECCO connection See Plan Sheet 135 for details M.H. Special (Open Bottom) M.H. Special with SAFL Baffle (WQ Unit) 4040 AREA INLETS Area inlets behind sidewalks Direct connection Detail Sheet 136 4141 MANHOLE SPECIAL See M.H. Detail Sheet 136 West side 30” RCP ties into existing dual 27” CMP 4242 Waterline 4343 Waterline 4444 Waterline • 8” Waterline (PVC 900) & 6” Waterline (PVC 900) – All Fittings Incidental to Installation • Epoxy Coated Fittings • Stainless Steel Bolts • Tracer Wire and Ground Rod • Gate Valves will be Measured • Backfill shall be Flowfill – Paid per ticket, but excavation will meet cross-section for Stormpipe installation • Will not pay for flowfill outside the neatline! 4545 Waterline • New Fire Hydrants – Waterous Pacer 250, with Weather Shield Nut (5 ¼”), Right Hand Open 4646 Medians 4747 Medians 4848 Medians • Removal of Pavement 4949 Medians Median Curb Special Curb and Gutter Type 2 (Section IB) 5050 Medians • Boulders •Mulch • Clusters of Plants • Trees • Irrigation 5151 Medians • Boulder Alignment to be Surveyed • Top of Boulder Elevation Specified in Plans 5252 Medians • Planting to be clustered 5353 Medians • Cross Section 5454 Medians • Median Cover Material – Standard Grey Concrete 5555 Medians Median 1 – Irrigation POC Median 2 – Irrigation POC 5656 Medians Median 3 – Irrigation POC Median 4 – Irrigation POC 5757 Medians All Medians have an Undrain Outfall Connected to the Stormsystem 5858 Urban Design 5959 Urban Design Corner Treatments • Concrete Pavers •4”x8” •8”x8” • Borgert Untumbled Holland Stone, Milstream Color • Concrete Underlayment Incidental • Seat Walls • Stenciled Street Names • Enhanced Crosswalks • Concrete Sidewalk (6”) 6060 Urban Design Landscaping • Topsoil • Inorganic/Organic Mulch • Organic Mulch provided by City, Contractor hauls & places • Deciduous Trees • Ornamental Trees • Deciduous Shrubs • Evergreen Shrubs • Ornamental Grasses • Perennials • Tree Grates and Frames 6161 Urban Design Irrigation • Bid as Lump Sum • Two ¾” taps • Areas Behind Walk • Must make system operational during construction • Western States Bank • McDonalds • North College Car Wash • Albertsons Development • North College Community, LLC • Budget Host Inn 6262 Urban Design • Landscape Establishment/Maintenance • Shall be from initial installation through final acceptance • Contractor not responsible for warranty requirements on the irrigation and landscaping following final acceptance • Includes • Watering •Mowing • Weeding • Fertilizing • Cultivating/Pruning • Maintain depths of mulching material • Replacement of dead/dying plants 6363 Urban Design Pedestrian Lights • Light Standards – 36 EA • Light Foundations – 36 EA • Lighting Control Center – 3 EA • 2” & 1” Electrical Conduit • Wiring – Lump Sum • Aluminum wiring specified • Pursue Joint Trench Agreement with City L&P • Art in Public Places J-Box 6464 Urban Design Art In Public Places • Contractor to construct foundations • Artist to install pieces • Wired for lighting 6565 Surveying/Mobilization 6666 Surveying • Construction Surveying to be provided by the Contractor 6767 Mobilization • Mobilization is a Lump Sum item • Field Office (Special) • Public Information Services • Liaison with Businesses Owners • Dedicated Individual for position • Must meet requirements of specifications • Coordinate with City Staff 6868 Traffic Control 6969 Phases I & II • Anticipate the following: – Two Northbound Lanes – One Southbound Lane – One Center Turn Lane • Coordinate with City of Fort Collins for Approval • Access to Businesses shall be provided at all times! – Arrangements in advance when impacting access • Additional Lane Closures will be considered on as needed basis 7070 Phases III & IV • Construction of the Medians • Coordinate with City of Fort Collins for: – Lane Configurations – Approval • Access to Businesses shall be provided at all times! – Arrangements in advance when impacting access 7171 Traffic Control • Traffic Zone Traffic Control – LS – Covers all traffic control necessary for the project – Plans developed by Contractor – Approved by City of Fort Collins at least two weeks prior to start date • Flagging - HR • Traffic Control Management - Day • Traffic Control Inspection – Day 7272 Traffic Control • Business Access Specialty Signs – Cannot block business access points with traffic control • Portable Message Sign Panel – Up and above what is necessary for project – Used as directed by City 7373 Traffic Control • Wont be restricting oversize vehicles up to 14’ wide • Emergency Vehicle Consideration • Temp. Striping – Performed by the Contractor – Incidental to Traffic Control (LS) item 7474 Thanks For Attending! • Any Questions or concerns can be addressed to: • Randy Maizland • Cell: (970) 218-5658 • Email: rmaizland@fcgov.com – Matt Baker • Office – (970-221-6108 • Cell – (970) 222-0748 • Email: mbaker@fcgov.com • Kyle Lambrecht • Office: (970) 221-6566 • Cell: (970) 692-9209 • Email: klambrecht@fcgov.com