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Home My WebLink AboutPrebid - BID - 7557 WEST PROSPECT ROAD BRIDGE REPLACEMENT AT NEW MERCER DITCH11 West Prospect Road Bridge Replacement at New Mercer Ditch Bid # 7557 PRE-BID CONFERENCE September 25, 2013 10:00 A.M. 215 N. Mason Street. Room 2D City of Fort Collins Engineering Dept. Capital Improvements Program 22 • Engineering: INTRODUCTIONS Capital Projects Program: o Dean Klingner – Capital Projects Program Manager 970-218-4962 o Jin Wang – Project Design Engineer 970-416-2292 o Mark Laken - Project Construction Engineer 970-222-3546 o Craig Farver – Project Construction Inspector 970-222-0854 • Purchasing: – John Stephen - Purchasing Agent 970-221-6777 • Traffic – Syl Mireles Traffic Eng. Tech 970-221-6815 • Consultant Engineers: – KDG Engineering – Stan Kobayashi 720-420-9069 33 ATTENDANCE • Please be sure to register • BID OPENING – When: Wednesday, October 9, 2013 @ 3:00 P.M. – Where: 215 North Mason Street (2nd Floor) 44 55 IMPORTANT CONTRACT DATES: • AWARD CONTRACT o Bid Opening October 9, 2013 at 3:00 PM o Award within three to five business days after bid opening • PARTNERING SESSION o Agenda is a collaboration with City Staff • PRE-CONSTRUCTION MEETING o Mandatory Meeting Prior to Start of Construction o Date to be determined after contract is awarded • CONSTRUCTION START DATE o Approximately November 1, 2013 o Calendar Day Contract • SUBTANTIAL COMPLETION - 150 Calendar days • FINAL COMPLETION - 14 Days after Substantial Completion 66 CONTRACT DOCUMENTS FOR BID # 7405: • PLAN SHEETS – Prepared by KDG Engineering – Sheets 1 thru 39 • SPECIFICATION BOOK – Prepared by City of Fort Collins Engineering / KDG Engineering 77 SUMMARY OF WORK • Remove existing New Mercer Ditch crossing structures on Prospect Road and replace with a single cast-in-place box culvert. • Maintain 2-way traffic on Prospect Road at all times • Install concrete pavement, sidewalk, and curb. • Install urban design elements that include concrete columns, stone veneer & decorative steel railing. 88 HIGHLIGHTS FROM GENERAL CONDITIONS AND GENERAL REQ’S: • SUPERINTENDENTS: o The General Contractor SHALL employ a full time Superintendent whose sole responsibility is to monitor and coordinate all facets of the work • LIQUIDATED DAMAGES: o SUBSTANIAL COMPLETION: • The contractor will need to meet substantial completion requirements within 150 days of construction start date. Substantial completion shall be defined as the completion of all earthwork, pavement, sidewalk, curb and gutter, and any other pertinent items as required for this project. If the Contractor goes past the 90 calendar days for substantial completion, damages in the amount of One Thousand Four Hundred Dollars ($1,400.00) for each calendar day will be assessed. o FINAL ACCEPTANCE: Final acceptance must be met within 14 calendar days of substantial completion. Liquidated damages in the amount of One Thousand Four Hundred Dollars ($1,400.00) per calendar day will be charged if this schedule has not been met. 99 HIGHLIGHTS FROM GENERAL CONDITIONS AND GENERAL REQ’S: • Traffic Control: – Prospect Road will remain open to pedestrains, cyclists and two way traffic at all times. • Cyclists can merge with vehicular traffic. • A single sidewalk across the New Mercer Ditch needs to remain open at all times. • One thru lane in each direction needs to remain open at all times. 1010 HIGHLIGHTS FROM GENERAL CONDITIONS AND GENERAL REQ’S: • CONSTRUCTION HOURS: • Standard Hours of Operation • 7:00 A.M. thru 6:00 P.M. - Monday thru Friday. • Extended time requests must be made in writing. 1111 HIGHLIGHTS FROM GENERAL CONDITIONS AND GENERAL REQ’S:  PROJECT MEETINGS:  Once a week at City Office (281 N. College Ave.). Time to be determined. • PROGRESS AND SCHEDULE REVISIONS:  Schedules shall be updated weekly. The Contractor may be required to submit additional schedules depending on the progress of the project.  HAUL ROUTES:  Arterial and Collector streets only. Contractor will not be allowed to use residential streets to access the site with trucks hauling materials. 1212 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. 1313 EROSION CONTROL - SWMP • Ground disturbance is under 1 Acre. A SWMP from the Colorado Dept of Public Health and Environment (CDPHE) is not required. • Control of jobsite sediment is still required by the City of Fort Collins Engineering Dept. An erosion control plan is provided with the plan drawings and needs to be implemented. • The Erosion Control Supervisor will need to meet with the Project Engineer and Contract Superintendent at least every 14 days and within 24 hours of storm/snowmelt events. 1414 ADDENDUM ITEMS • Revised Bid Tab • Clarification on Fence Removal and Replacement • Add line items for City of Fort Collins waterline removal and DIP replacement 1515 Highlights from Specifications 1616 201-00000 Clearing and Grubbing 202-00010 Tree Removal SECTION 202 - REMOVALS 1717 202-00019 Removal of Inlet SECTION 202 - REMOVALS 1818 202-00155 Removal of Timber Wall SECTION 202 - REMOVALS 1919 202-00203 Removal of Curb and Gutter 202-00208 Removal of Sidewalk SECTION 202 - REMOVALS 2020 202-00210 Removal of Concrete Pavement 202-00220 Removal of Asphalt Mat 202-00250 Removal of Pavement Markings SECTION 202 - REMOVALS 2121 202-00400 Removal of Bridge SECTION 202 - REMOVALS 2222 202-00400 Removal of Fence SECTION 202 - REMOVALS 2323 • 203-00100 – Muck Excavation – Removal of unsuitable materials that extend beyond the limits of the structure excavation and bridge removal limits per direction from City. – Paid per measured quantity. – Includes cost of haul and disposal. • 206-00000 – Structure Excavation – Includes excavations required after structures have been removed – paid per plan quantity – It is anticipated that this material will be suitable for use as embankment as needed SECTION 203 & 206 – EARTHWORK & STRUCTURE EXCAVATION/BACKFILL 2424 • 206-00065 – Structure Backfill (Flowfill) – Flowfill used as backfill on riparian crossing – Paid per measured quantity • 206-00100 – Structure Backfill (Class 1) – Neat-line backfill per CDOT M&S Standards – Paid per plan quantity SECTION 203 & 206 – EARTHWORK & STRUCTURE EXCAVATION/BACKFILL 2525 • 206-01781 – Shoring – Vertical Shoring required prior to excavation in order to maintain structural integrity of existing roadway during removals and reconstruction. – Shoring requires stamped engineered drawings provided to the City for reference only. • Sheet 39 of the plans – Much of the earthwork is considered incidental to the removal of the existing structure including excavation and embankment. It is anticipated that excavated material will be suitable embankment material. SECTION 203 & 206 – EARTHWORK & STRUCTURE EXCAVATION/BACKFILL 2626 Coordination with existing utilities – Xcel has a gas line that they will lower during the structure excavation – Comcast and Century Link have existing fiber optic cable and 900 pair phone cable to protect and relocate on the south side of the project (Phase 2 construction) near the landscape wall and over the new structure. – City of Fort Collins Water Utility has an existing 12” DIP in a 24” encasement that will be removed, lowered, and replaced per supplied drawings in addendum #1 by the contractor. – City has an overhead streetlight that City L&P will remove and reinstall. SECTION 206 – STRUCTURE EXCAVATION AND BACKFILL 2727 SECTION 208 – EROSION CONTROL • 208-01 Erosion Control – – Includes obtaining and maintaining the SWMP until re-vegetation is obtained – Includes installation and maintaining the erosion control devices as shown on the plan • Erosion Control Supervisor • Erosion Logs • Orange Fence • Gravel Bag • Concrete washout structure(s) • Inlet Protection • Vehicle Tracking Pad • Removal and Disposal of Sediment • Street Sweeping • Removal of Trash 2828 210-01000 Reset Fence SECTION 202 – RESET STRUCUTRES 2929 211-03005 Dewatering SECTION 211 - DEWATERING 3030 SECTION 211 – DEWATERING • 211-03005 Dewatering • The Contractor shall obtain the appropriate Colorado Discharge Permit System (CDPS) general permit for management of groundwater from CDPHE Water Quality Control Division, as determined necessary. A completed application must be submitted to CDPHE at least four weeks prior to dewatering operations. • Payment for all work for Dewatering including preparation of the Dewatering Plan and all work for Section 250 will not be measured and paid for separately but shall be included in the work. Permitting, removal, sample collection, analytical testing, containerization, transportation, and disposal or treatment of all contaminated groundwater will not be paid for separately but shall be included in the work. 3131 SECTION 212 – SEEDING • 212-00005 Seeding (Native) • 212-00032 Soil Conditioning • 212-00100 Tree Retention and Protection • 213-00002 Mulching (Weed-free Hay) • 216-00041 Soil Retention Blanket (Straw/Coconut) 3232 SECTION 304 – AGGREGATE BASE COURSE • 304-06000 Aggregate Base Course (Class 6) – Underneath Concrete Pavement – Pays per plan quantity or measured quantity, whichever is less unless field changes are ordered by City. 3333 SECTION 412 – PORTLAND CEMENT CONCRETE PAVEMENT • 412-00800 Concrete Pavement (8 Inch) (Class P) – Jointing per CDOT M-Standards • Jointing plan to be submitted and approved prior to implementation • Dowels, tie bars and other joint material is incidental to concrete pavement and not paid for separately. – Curb can be monolithic with pavement 3434 SECTION 412 – PORTLAND CEMENT CONCRETE PAVEMENT • Curb and Gutter is not required to be doweled into pavement • Curb and Gutter will have the same thickness as the Pavement Section per CDOT M-Standard 609-01 • Pavement joints use preformed compression seals at all contraction joints – See detail in CDOT Standard Special Provisions • Finish will be per LCUASS standards (Tining will not be permitted). 3535 SECTION 412 – PORTLAND CEMENT CONCRETE PAVEMENT 3636 SECTION 506 – RIP RAP • 506-0000 Rip Rap (12”) – Used to stabilize emabankment on both sides of structure. – Paid per CY 3737 SECTION 509 – STEEL STRUCTURES • 509-70000 Stainless Steel Angle (special) – Used to support stone facia on the end columns – Paid per LF – Detail on plan sheet 20 3838 SECTION 514 – PEDESTRIAN AND BIKEWAY RAILING • 514-00201 Pedestrian Railing (Special) 3939 SECTION 514 – PEDESTRIAN AND BIKEWAY RAILING • 514-01051 Double Swing Gate (Special) 4040 SECTION 601 – STRUCTURAL CONCRETE • 601-03030 Concrete Class D (Box) • 601-03050 Concrete Class D (Wall) – Includes: • Cast-in-place Box Culvert • Cast-in-place Headwalls and Wingwalls • Cast-in-place Footers • Cast-in-place Riparian Walls • Cast-in-place End Columns • Cast-in-place Retaining Wall (S. Side of road) 4141 SECTION 601 – STRUCTURAL CONCRETE • 601-40008 Sandstone Veneer – Paid per LF • 601-40009 Sandstone Cap – Paid per LF 4242 SECTION 601 – STRUCTURAL CONCRETE • 601-40400 Structural Concrete Stain – Includes all exposed surfaces on: • Cast-in-place Box Culvert • Cast-in-place Headwalls and Wingwalls • Cast-in-place Retaining Wall (S. Side of road) – Color is Federal Standard 595c - #30277 “Sand Brown” 4343 SECTION 602 – REINFORCING STEEL • 602-00020 Reinforcing Steel (Epoxy Coated) – Includes all steel for cast-in-place structural concrete – Paid per plan quantity per CDOT Standards – Dowels, tie-bars and other joint material used in the Concrete Class P Paving are not paid by the pound, but are considered incidental to the class P paving. 4444 SECTION 603 – CULVERTS AND PIPES • 603-01150 15 Inch Reinforced Concrete Pipe • 604-19305 Inlet Type R (15 foot) • 604-50200 Manhole Ring and Cover 4545 SECTION 608 – SIDEWALKS AND BIKEWAYS • 608-00006 Sidewalk 6” • 608-00010 Concrete Curb Ramp – Approved truncated dome panels included in cost • Approved truncated dome manufacturers will be specified in Addendum 4646 SECTION 608 – SIDEWALKS AND BIKEWAYS • 608-00310 Chemical Staining (Special) • 608-00311 Concrete Stamping (Special) – Applied to non-walking stamped concrete surfaces along sidewalks 4747 SECTION 609 – CURB AND GUTTER • 609-22901 Curb, Gutter and Bike Lane (Special) – Paid per LF 4848 SECTION 609 – CURB AND GUTTER • 609-00045 Concrete Drive Entrance (Type 1) – Ditch Rider access on the SE and NE sides of the box culvert 4949 SECTION 613 – LIGHTING • 613-00400 4 Inch Electrical Conduit • 613-00600 6 Inch Electrical Conduit – Sleeves in the sidewalk for future utilities 5050 SECTION 619 – WATER LINES • Addendum will add removal and replacement of 12” City of Fort Collins Waterline – This work will occur in Phase 1 closure upon completion of the demolition and excavation of the existing structure – A 24” casing pipe will be installed underneath the proposed structure – 12” DIP including 45 degree elbows will be used to lower waterline – 24” PVC Sleeve is shown on plan sheet 8 5151 SECTION 620 – FIELD FACILITIES SECTION 626 – MOBILIZATION • 620-00200 Sanitary Facilities • 626-0005 Mobilization 5252 SECTION 627 – PAVEMENT MARKING • 627-00011 Pavement Marking Paint (Waterborne) 5353 SECTION 630 – TRAFFIC CONTROL – See Traffic Control Plans on plan sheets 23-26 – Traffic Control Devices, flaggers, two variable message boards for 5 days each, and Jersey barriers associated with the supplied plan sheets are included in the line item “Construction Zone Traffic Control Devices” 5454 SECTION 630 – TRAFFIC CONTROL 5555 SECTION 630 – TRAFFIC CONTROL • 630-0000 Flagging - 160 Hours • 630-0007 Traffic Inspection – 54 Days • 630-00012 Traffic Control Management – 145 Days • 630-70000 Traffic Zone Traffic Control Devices – 1 LS • 630-80359 Portable Message Sign Panel – 5 Days 5656 Thanks For Attending! • Any Questions or concerns can be addressed to: – Mark Laken • Mobile: (970) 222-3546 • Email: mlaken@fcgov.com – Craig Farver • Office: (970) 221-6605 • Mobile: (970) 222-0854 • Email: cfarver@fcgov.com