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Home My WebLink AboutBID - 7658 MISCELLANEOUS CONCRETE ANNUAL (3)BID 7658 Miscellaneous Concrete Annual Page 1 of 55 INVITATION TO BID 7658 MISCELLANEOUS CONCRETE ANNUAL BID OPENING: 3:00 P.M. (our clock), JUNE 27, 2014 The City of Fort Collins is requesting bids for miscellaneous concrete work which includes the removal and/or installation of concrete curbs, gutters, sidewalks, cross-pans, aprons, drive approaches, inlets, concrete pavement, and pedestrian access ramps and placement of temporary asphalt patching adjacent to new concrete on designated streets in the City of Fort Collins. Related traffic control is also included. Included are 2 bid schedules: Bid schedule one is for non-federal work. Bid schedule two is for federally funded work. The federal bid schedule will include Davis Bacon Wages. The City has an overall DBE goal of 9.9%. There is no specific contract goal for this project but the City encourages proposals from and the use of DBE firms in this project. Sealed bids will be received and publicly opened at the office of the Director of Purchasing and Risk Management, PO Box 580, 215 North Mason St., 2nd floor, Fort Collins, Colorado 80522, at the time and date noted on the bid proposal and/or contract documents. If delivered, they are to be sent to 215 North Mason Street, 2nd Floor, Fort Collins, Colorado 80524. If mailed, the address is P.O. Box 580, Fort Collins, 80522-0580. Bids must be received at the Purchasing Office prior to 3:00 p.m. (our clock), June 27, 2014. The City encourages all disadvantaged business enterprises to submit bid in response to all invitations and will not be discriminated against on the grounds of race, color, national origin. Questions concerning the scope of the bid should be directed to Tom Knostman at (970) 221- 6576 or tknostman@fcgov.com. Questions regarding bid submittal or process should be directed to John Stephen, CPPO, LEED AP, Senior Buyer at (970) 221-6777 or jstephen@fcgov.com. A copy of the Bid may be obtained as follows: 1. Download the Bid from the Purchasing Webpage, Current Bids page, at: http://fcgov.com/eprocurement Special Instructions All bids must be properly signed by an authorized representative of the company with the legal capacity to bind the company to the agreement. Bids may be withdrawn up to the date and hour set for closing. Once bids have been accepted by the City and closing has occurred, failure to enter into contract or honor the purchase order will be cause for removal of supplier's name from the City of Fort Collins' bidders list for a period of twelve months from the date of the opening. The City may also pursue any remedies available at law or in equity. Bid prices must Financial Services Purchasing Division 215 N. Mason St. 2nd Floor PO Box 580 Fort Collins, CO 80522 970.221.6775 970.221.6707 fcgov.com/purchasing BID 7658 Miscellaneous Concrete Annual Page 2 of 55 be held firm for a period of forty-five (45) days after bid openings. Submission of a bid is deemed as acceptance of all terms, conditions and specifications contained in the City's specifications initially provided to the bidder. Any proposed modification must be accepted in writing by the City prior to award of the bid. Only bids properly received by the Purchasing Office will be accepted. All bids should be clearly identified by the bid number and bid name contained in the bid proposal. No proposal will be accepted from, or any purchase order awarded, to any person, firm or corporation in default on any obligation to the City. Bids must be furnished exclusive of any federal excise tax, wherever applicable. Bidders must be properly licensed and secure necessary permits wherever applicable. Bidders not responding to this bid will be removed from our automated vendor listing for the subject commodities. The City may elect where applicable, to award bids on an individual item/group basis or on a total bid basis, whichever is most beneficial to the City. The City reserves the right to accept or reject any and all bids, and to waive any irregularities or informalities. Sales prohibited/conflict of interest: no officer, employee, or member of City Council, shall have a financial interest in the sale to the City of any real or personal property, equipment, material, supplies or services where such officer or employee exercises directly or indirectly any decision- making authority concerning such sale or any supervisory authority over the services to be rendered. This rule also applies to subcontracts with the City. Soliciting or accepting any gift, gratuity, favor, entertainment, kickback or any items of monetary value from any person who has or is seeking to do business with the City of Fort Collins is prohibited. Freight terms: unless otherwise noted, all freight is F.O.B. Destination, Freight Prepaid. All freight charges must be included in prices submitted on proposal. Discounts: any discounts allowed for prompt payment, etc., must be reflected in bid figures and not entered as separate pricing on the proposal form. Purchasing restrictions: your authorized signature of this bid assures your firm's compliance with the City's purchasing restrictions. A copy of the resolutions is available for review in the Purchasing Office or the City Clerk's Office. Request Resolution 91-121 for cement restrictions. Collusive or sham bids: any bid deemed to be collusive or a sham bid will be rejected and reported to authorities as such. Your authorized signature of this bid assures that such bid is genuine and is not a collusive or sham bid. Bid results can be viewed at www.fcgov.com/purchasing for two weeks after the bid opening. Gerry S. Paul Director of Purchasing and Risk Management BID 7658 Miscellaneous Concrete Annual Page 3 of 55 CITY OF FORT COLLINS BID PROPOSAL BID 7658 Miscellaneous Concrete Annual BID OPENING: JUNE 27, 2014, 3:00 p.m. (our clock) WE HEREBY ENTER OUR BID FOR THE CITY OF FORT COLLINS' REQUIREMENTS FOR MISCELLANEOUS CONCRETE ANNUAL PER THE BID INVITATION AND ANY REFERENCED SPECIFICATIONS: The Contractor must provide all equipment, labor and materials deemed necessary to remove, haul, backfill, compact, install and patch concrete curb, gutter, sidewalk, pedestrian access ramps, concrete pavement, aprons, cross-pans, trails, and inlets for various City departments. Needed services during the contract period will be requested through issuance of work orders. There is no guaranteed minimum amount of services to be ordered. No work order exceeding $75,000 will be issued. The City reserves the right to supply any or all materials. This contract is a one year contract with 4 optional years to renew and shall be administered by the Streets Department, but may and will be utilized by other City Departments. SCOPE OF WORK 1. GENERAL A. This bid will be for various jobsites, as required by City Departments and should not be construed as one site. Each jobsite will be based on isolated locations which are separated by more than 1 city block. Needed services during the contract period will be requested through issuance of work orders. No work order exceeding $75,000 will be issued. B. The Contractor must provide all labor, materials and equipment, including traffic control and barricading to accomplish the work in accordance with City standard specifications. Replacement of curb, gutter and sidewalk shall match existing, i.e., vertical curb shall be replaced with vertical curb, etc., or as directed by Engineer or Project Manager. C. Contractor must maintain a local telephone number, and must be able to be reached by telephone and facsimile transmissions during prescribed business hours (8 hours per each 24 hour working period - Monday through Friday). Contractor will respond to all City non-emergency telephone transmissions in a reasonable time (Generally meaning within 24 hours on the next working day). D. The City may use this contract for federally funded work. Federal Requirements will be added for each work order when being paid with federal funds. For each work order, Force Account Labor Rates will be used if higher than current Davis Bacon Wages published by the US Department of Labor. 2. COMPLIANCE STANDARDS A. Contractor must refer to the Larimer County Urban Area Street Standards (LCUASS) latest edition. These documents are available on the internet at www.larimer.org. BID 7658 Miscellaneous Concrete Annual Page 4 of 55 B. The Contractor must submit concrete mix designs for approval by the City Streets Department prior to starting work. The City may require the Contractor to use rapid set concrete. C. The Contractor must be licensed with the City of Fort Collins and shall comply with all applicable Federal, State and Local Laws and regulations for the duration of the contract. D. All asphalt patching shall be performed in accordance with the current City specifications and by a contractor licensed with the City of Fort Collins. E. The Master Street Plan depicting the classification of City roads is available on the internet at: http://citydocs.fcgov.com/?dt=Master+Street+Plan+Map&dn=GIS+MAPS&vid=19 2&cmd=showdt 3. SERVICE AGREEMENT AND INSURANCE A. Contractor must enter into the attached services agreement and provide the required insurance (Exhibit “B”). This agreement is effective for one year from the date on the service agreement. At the option of the City, the Agreement may be extended for additional one year periods not to exceed four (4) additional one year periods. Written notice of renewal shall be provided to the Service Provider and mailed no later than ninety (90) days prior to contract end. 4. WORK ORDER PROCEDURE A. All job estimates must be submitted on a unit price basis consistent with the prices established in the Bid Schedule section. B. Contractor will invoice for all jobs completed on a unit price basis with the prices established in the Bid Schedule section. C. Work order number must be included on the billing invoices. D. All jobs must begin within a ten (10) day period following issue of a work order. Each work order shall be signed and returned to the issuing department within 48 hours. If the low responsive, responsible bidder cannot meet this performance specification, the City has the right to offer the project to the next lowest responsive, responsible bidder according to prices listed from their submitted bid schedule. Exceptions to this policy will be made for inclement weather preventing a timely response by the Contractor (a one-day extension for each day of bad weather will be given), or a previous understanding between the Contractor and the City's departmental representative allowing more flexibility with regard to the individual project. It will be the Contractor's responsibility to make these arrangements with the City's Representative. E. Work order procedure for federally funded work must include current Davis Bacon wages rates at time of work order. 5. PATCHING REQUIREMENT A. All concrete placed adjacent to asphalt pavement will require placement of a hot BID 7658 Miscellaneous Concrete Annual Page 5 of 55 mix asphalt patch, unless otherwise directed by the City Engineer's office. The minimum length shall be one (1) foot longer than the concrete replacement. Asphalt next to new crosspans and aprons shall be sawcut a minimum of 30 inches from the new concrete, and asphalt next to new curb and gutter shall be sawcut a minimum of 24 inches from the new concrete so that the patching crew can provide a clean, effective patch. Patching limits shall be determined by the City Engineer, or his representative, and shall meet current City of Fort Collins patching standards for limits and depth. The Contractor shall patch the asphalt before removing the barricades and within seven (7) days of the placement of the concrete curb and gutter. If cold weather does not allow for a hot mix asphalt patch, the Contractor shall place a temporary asphalt patch and maintain the patch until a hot mix patch can be installed. 6. INSPECTION A. It shall be the Contractor's responsibility to notify the City Engineer, or their representative, that the work is ready for inspection. Every request for inspection shall be made at least twenty-four (24) hours before inspection is desired. Any work completed by the Contractor and not inspected and accepted by the City engineer's office shall be removed and replaced at the Contractor's expense. 7. AWARD A. Prices bid shall be based upon Project Specifications and it shall be each Bidder's responsibility to familiarize themselves with the complexities involved for each type before entering a bid. Payment will be processed by City Departments upon the presentation of invoicing and work order. B. Award of this bid will be made in the best interest of the City. Evaluations will be completed using the estimated quantities given, times the unit price. The City will award to multiple contractors. 8. TRAFFIC CONTROL A. All traffic control, work zone protection, and/or parking control and permits shall be the responsibility of the Contractor, and provided in accordance with the latest revisions of the “Manual on Uniform Traffic Control Devices for Streets and Highways” (MUTCD), the City of Fort Collins “Work Area Traffic Control Handbook”, and the attached revisions of Sections 104 and 630, Traffic and Parking Control and Traffic Control Devices respectively. 9. WARRANTY A. Warranty will be for 24 months for all work from date of acceptance by the City. 10. PAYMENT AND PERFORMANCE BONDS A. Awarded contractor must provide and maintain a $75,000 payment and performance bond for the length of the contract. BID 7658 Miscellaneous Concrete Annual Page 6 of 55 202.01 Sawcut Concrete/Asphalt (0" < 4") Lineal Foot 20 $ - 202.02 Sawcut Concrete/Asphalt (4" < 6") Lineal Foot 20 $ - 202.03 Sawcut Concrete/Asphalt (6" < 8") Lineal Foot 20 $ - 202.04 Sawcut Concrete/Asphalt (8" ≤ 10") Lineal Foot 20 $ - 202.05 Sawcut - Additional 1" Depth Lineal Foot 25 $ - 202.06 Remove Concrete Sidewalk Square Foot 2100 $ - 202.07 Remove Concrete Curb & Gutter Lineal Foot 850 $ - 202.08 Remove Monolithic Curb, Gutter & Sidewalk Square Foot 1300 $ - 202.09 Remove Concrete Driveway/Apron/Crosspan Square Foot 3000 $ - 202.10 Remove Concrete Pavement - 10" Square Foot 300 $ - 202.11 Remove Concrete Pavement - Additional 1" Depth Square Foot 100 $ - 202.12 Remove Asphalt - 6" Square Foot 200 $ - 202.13 Remove Asphalt - Additional 1" Depth Square Foot 500 $ - 202.14 Remove Inlet Each 5 $ - 202.15 Remove and Haul Driveway Fillet Each 5 $ - 202.16 Remove Flagstone Square Foot 200 $ - 203.01 Excavation - General Less Than 50 CY BID 7658 Miscellaneous Concrete Annual Page 7 of 55 210.04 Adjust Valve Box Each 10 $ - 304.01 Aggregate Base Course/Recycled Concrete Base ≤ 5 Tons Ton 75 $ - 304.02 Aggregate Base Course/Recycled Concrete Base > 5 Tons Ton 50 $ - 304.03 Recycled Asphalt Base Ton 25 $ - 403.01 Temporary Asphalt Patching Ton 100 $ - 601.01 Exposed Sand Finish - Additional Charge Square Foot 500 $ - 602.01 Reinforcing Steel Pound 250 $ - 602.02 Reinforcing Steel - Epoxy Coated Pound 250 $ - 604.01 Install New Area Inlet Each 5 $ - 604.02 Area Inlet – Additional Foot Depth Lineal Foot 5 $ - 604.03 Reconstruct Area Inlet Deck – Remove & Replace Each 5 $ - 604.04 Reconstruct Area Inlet Deck - Additional Foot Opening – Remove & Replace Lineal Foot 5 $ - 604.05 Reconstruct Catch Basin Deck - Remove & Replace Each 10 $ - 604.06 Reconstruct Catch Basin Deck - Additional Foot Opening – Remove & Replace Lineal Foot 10 $ - 604.07 Install New Curb Inlet – 4’ Opening Each 5 $ - 604.08 Curb Inlet – Additional Foot Depth Lineal Foot 10 $ - 604.09 Reconstruct Curb Inlet Deck – Remove and Replace Each 10 $ - 604.10 Reconstruct Curb Inlet Deck – Additional Foot Opening – Remove and Replace Lineal Foot 15 $ - 604.11 Install New Type R Inlet - 5' Opening Each 10 $ - 604.12 Type R Inlet – Additional Foot Depth Lineal Foot 15 $ - 604.13 Reconstruct Type R Inlet Deck – Remove and Replace Each 10 $ - 604.14 Reconstruct Type R Inlet Deck – Additional Foot Opening – Remove and Replace Lineal Foot 10 $ - 604.15 Install New Modified Type 13 Curb Inlet (includes new Frame, Grate & Adjustable Curb Bonnet) Each 5 $ - 604.16 Modified Type 13 Curb Inlet – Additional Foot Depth Lineal Foot 10 $ - 604.17 Reconstruct Modified Type 13 Curb Inlet Deck – Remove & Replace Each 6 $ - 604.18 Reconstruct Modified Type 13 Curb Inlet Deck – Additional Foot Opening – Remove and Replace Lineal BID 7658 Miscellaneous Concrete Annual Page 8 of 55 604.23 Additional Square Foot 5/8" Plate Square Foot 15 $ - 608.01 Driveover Curb, Gutter & 6" Sidewalk Lineal Foot 1,200 $ - 608.02 Driveover Curb and Gutter - No Sidewalk Lineal Foot 525 $ - 608.03 Vertical Curb, Gutter and 6" Sidewalk Lineal Foot 1000 $ - 608.04 Vertical Curb and Gutter - No Sidewalk Lineal Foot 2300 $ - 608.05 Out Fall Curb & Gutter Lineal Foot 100 $ - 608.06 Hollywood Curb, Gutter and 6" Sidewalk Lineal Foot 500 $ - 608.07 Hollywood Curb and Gutter - No Sidewalk Lineal Foot 300 $ - 608.08 Highback Curb and Gutter - No Sidewalk Lineal Foot 500 $ - 608.09 Barrier Curb - 6" x 18" Lineal Foot 100 $ - 608.10 Barrier Curb - Key Way Style Lineal Foot 100 $ - 608.11 Barrier Curb - Epoxy Lineal Foot 150 $ - 608.12 Mountable Curb - 12" x 18" Lineal Foot 125 $ - 608.13 Mountable Curb - Keyway Style Lineal Foot 125 $ - 608.14 Mountable Curb – Epoxy Lineal Foot BID 7658 Miscellaneous Concrete Annual Page 9 of 55 608.31 Splashblock - 4" Exposed Aggregate Square Foot 325 $ - 608.32 Splashblock - 4" San Diego Buff Square Foot 350 $ - 608.33 Median Cover - 4" San Diego Buff Square Foot 400 $ - 608.34 Fibermesh - Added to Any Item - Additional Charge Pounds / Cubic 75 $ - 608.35 24 Hour High Early Concrete - Added to Any Item - Additional Charge Cubic Yard 25 $ - 608.36 Stamp Pattern - Added to Any Item, Additional Charge Square Foot 150 $ - 608.37 6" Concrete Bollard Each 5 $ - 608.38 8" Concrete Bollard Each 5 $ - 608.39 Flowable Fill Cubic Yard 25 $ - 608.40 Non-reinforced Concrete Wall - 8" Square Face Foot 400 $ - 608.41 Non-reinforced Concrete Footer - 8" Square Foot 200 $ - 608.42 Concrete Staining/Sealing Square Foot 150 $ - 608.43 Expansion and Caulking Lineal Foot 250 $ - 608.44 Joint Sealant (Pavement) Lineal Foot 100 $ - 608.45 Irrigation Sleeve Lineal Foot 20 $ - 608.46 Dump Fee Ton 5 $ - 608.47 Asphalt Pavement Preservation Lineal Foot 500 $ - BID 7658 Miscellaneous Concrete Annual Page 10 of 55 BID SCHEDULE 1 – BASE BID (written cost) Dollars and Cents Signed Printed Company Address Phone # Check One: Individual Doing Business in Company Name Corporation Partnership 630.10 Cone With Reflective Strip Per Each Per Day 3500 $ - 630.11 Safety Fence Per Roll Per Day 20 $ - 630.12 Light Per Each Per Day 20 $ - 630.13 Advance Warning Flashing or Sequencing Arrow Panel Per Each Per Day 15 $ - 630.14 Variable Message Board Per Each Per Day 110 $ - 630.15 Traffic Control Supervisor Per Day 25 $ - 630.16 Traffic Control Supervisor Hour 450 $ - 630.17 Flagging Hour 650 $ - FA1 Laborer Hour 15 $ - FA2 Foreman Hour 15 $ - FA3 Finisher Hour 15 $ - FA4 Form Setter Hour 15 $ - FA5 Skid Steer Hour 75 $ - FA6 Mini Trackhoe Hour 15 $ - FA7 Dump Truck Hour 15 $ - FA8 Backhoe Hour 15 $ - TOTAL COST $ - ADDITIONAL SERVICES BID 7658 Miscellaneous Concrete Annual Page 11 of 55 202.01 Sawcut Concrete/Asphalt (0" < 4") Lineal Foot 10 $ - 202.02 Sawcut Concrete/Asphalt 4" < 6" Lineal Foot 10 $ - 202.03 Sawcut Concrete/Asphalt 6" < 8" Lineal Foot 10 $ - 202.04 Sawcut Concrete/Asphalt 8" ≤ 10" Lineal Foot 10 $ - 202.05 Sawcut - Additional 1" Depth Lineal Foot 10 $ - 202.06 Remove Concrete Sidewalk Square Foot 100 $ - 202.07 Remove Concrete Curb and Gutter Lineal Foot 100 $ - 202.08 Remove Monolithic Curb, Gutter & Sidewalk Square Foot 100 $ - 202.09 Remove Concrete Driveway/Apron/Crosspan Square Foot 100 $ - 202.10 Remove Concrete Pavement - 10" Square Foot 500 $ - 202.11 Remove Concrete Pavement - Additional 1" Depth Square Foot 100 $ - 202.12 Remove Asphalt - 6" Square Foot 100 $ - 202.13 Remove Asphalt - Additional 1" Depth Square Foot 100 $ - 202.14 Remove Inlet Each 1 $ - 202.15 Remove and Haul Driveway Fillet Each 1 $ - 202.16 Remove Flagstone Square Foot 50 $ - 203.01 Excavation - General Less Than 50 CY Cubic BID 7658 Miscellaneous Concrete Annual Page 12 of 55 210.03 Adjust Manhole Each 1 $ - 210.04 Adjust Valve Box Each 1 $ - 304.01 Aggregate Base Course/Recycled Concrete Base ≤ 5 Tons Ton 5 $ - 304.02 Aggregate Base Course/Recycled Concrete Base > 5 Tons Ton 50 $ - 304.03 Recycled Asphalt Base Ton 10 $ - 403.01 Temporary Asphalt Patching Ton 20 $ - 601.01 Exposed Sand Finish - Additional Charge Square Foot 500 $ - 602.01 Reinforcing Steel Pound 150 $ - 602.02 Reinforcing Steel - Epoxy Coated Pound 150 $ - 604.01 Install New Area Inlet Each 1 $ - 604.02 Area Inlet – Additional Foot Depth Lineal Foot 5 $ - 604.03 Reconstruct Area Inlet Deck – Remove & Replace Each 1 $ - 604.04 Reconstruct Area Inlet Deck - Additional Foot Opening – Remove & Replace Lineal Foot 5 $ - 604.05 Reconstruct Catch Basin Deck - Remove & Replace Each 1 $ - 604.06 Reconstruct Catch Basin Deck - Additional Foot Opening – Remove & Replace Lineal Foot 5 $ - 604.07 Install New Curb Inlet – 4’ Opening Each 1 $ - 604.08 Curb Inlet – Additional Foot Depth Lineal Foot 5 $ - 604.09 Reconstruct Curb Inlet Deck – Remove and Replace Each 1 $ - 604.10 Reconstruct Curb Inlet Deck – Additional Foot Opening – Remove and Replace Lineal Foot 5 $ - 604.11 Install New Type R Inlet - 5' Opening Each 1 $ - 604.12 Type R Inlet – Additional Foot Depth Lineal Foot 5 $ - 604.13 Reconstruct Type R Inlet Deck – Remove and Replace Each 1 $ - 604.14 Reconstruct Type R Inlet Deck – Additional Foot Opening – Remove and Replace Lineal Foot 5 $ - 604.15 Install New Modified Type 13 Curb Inlet (includes new Frame, Grate & Adjustable Curb Bonnet) Each 1 $ - 604.16 Modified Type 13 Curb Inlet – Additional Foot Depth Lineal Foot 5 $ - 604.17 Reconstruct Modified Type 13 Curb Inlet Deck – Remove & Replace Each 1 $ - 604.18 Reconstruct Modified Type 13 Curb Inlet Deck – Additional Foot Opening – Remove and Replace BID 7658 Miscellaneous Concrete Annual Page 13 of 55 604.20 Concrete Sidewalk Culvert – 4’ opening Each 1 $ - 604.21 Metal Sidewalk Culvert - 2' Opening, Remove & Replace Each 1 $ - 604.22 Metal Sidewalk Culvert - 2' Opening, Materials Only Each 1 $ - 604.23 Additional Square Foot 5/8" Plate Square Foot 5 $ - 608.01 Driveover Curb, Gutter & 6" Sidewalk Lineal Foot 150 $ - 608.02 Driveover Curb and Gutter - No Sidewalk Lineal Foot 25 $ - 608.03 Vertical Curb, Gutter and 6" Sidewalk Lineal Foot 50 $ - 608.04 Vertical Curb and Gutter - No Sidewalk Lineal Foot 50 $ - 608.05 Out Fall Curb & Gutter Lineal Foot 25 $ - 608.06 Hollywood Curb, Gutter and 6" Sidewalk Lineal Foot 25 $ - 608.07 Hollywood Curb and Gutter - No Sidewalk Lineal Foot 25 $ - 608.08 Highback Curb and Gutter - No Sidewalk Lineal Foot 50 $ - 608.09 Barrier Curb - 6" x 18" Lineal Foot 25 $ - 608.10 Barrier Curb - Key Way Style Lineal Foot 25 $ - 608.11 Barrier Curb - Epoxy Lineal Foot 25 $ - 608.12 Mountable Curb - 12" x 18" Lineal Foot 25 $ - 608.13 Mountable Curb - Keyway Style Lineal Foot 25 $ - BID 7658 Miscellaneous Concrete Annual Page 14 of 55 608.25 Alley Approach - 8" Square Foot 25 $ - 608.26 Enhanced Crosswalk - 10" Tile Red Square Foot 25 $ - 608.27 Enhanced Crosswalk - 10" San Diego Buff Square Foot 25 $ - 608.28 Enhanced Crosswalk - 10" Brick Red, Stamped Square Foot 25 $ - 608.29 Colored Trail with Fibermesh - 5" Yosemite Brown Square Foot 25 $ - 608.30 Mow Strip - 4" x 12" Lineal Foot 25 $ - 608.31 Splashblock - 4" Exposed Aggregate Square Foot 25 $ - 608.32 Splashblock - 4" San Diego Buff Square Foot 25 $ - 608.33 Median Cover - 4" San Diego Buff Square Foot 25 $ - 608.34 Fibermesh - Added to Any Item - Additional Charge Pounds / Cubic 25 $ - 608.35 24 Hour High Early Concrete - Added to Any Item - Additional Charge Cubic Yard 20 $ - 608.36 Stamp Pattern - Added to Any Item, Additional Charge Square Foot 25 $ - 608.37 6" Concrete Bollard Each 5 $ - 608.38 8" Concrete Bollard Each 5 $ - 608.39 Flowable Fill Cubic Yard 25 $ - 608.40 Non-reinforced Concrete Wall - 8" Square Face Foot 25 $ - 608.41 Non-reinforced Concrete Footer - 8" BID 7658 Miscellaneous Concrete Annual Page 15 of 55 630.06 Size A Sign With Stand Per Day Per Each 10 $ - 630.07 Size B Sign With Stand Per Day Per Each 10 $ - 630.08 Size A Specialty Sign - Cost of Manufacturing Each 2 $ - 630.09 Size B Specialty Sign - Cost of Manufacturing Each 2 $ - 630.10 Cone With Reflective Strip Per Day Per Each 100 $ - 630.11 Safety Fence Per Roll Per Day 5 $ - 630.12 Light Per Day Per Each 25 $ - 630.13 Advance Warning Flashing or Sequencing Arrow Panel Per Day Per Each 10 $ - 630.14 Variable Message Board Per Day Per Each 10 $ - 630.15 Traffic Control Supervisor Per Day 5 $ - 630.16 Traffic Control Supervisor Hour 25 $ - 630.17 Flagging Hour 25 $ - FA1 Laborer Hour 20 $ - FA2 Foreman Hour 20 $ - FA3 Finisher Hour 20 $ - FA4 Form Setter Hour 20 $ - FA5 Skid Steer Hour 20 $ - FA6 Mini Trackhoe Hour 20 $ - FA7 Dump Truck Hour 20 $ - FA8 Backhoe Hour 20 $ - TOTAL COST $ - ADDITIONAL SERVICES BID 7658 Miscellaneous Concrete Annual Page 16 of 55 BID SCHEDULE 2 – BASE BID (written cost) Dollars and Cents Signed Printed Company Address Phone # Check One: Individual Doing Business in Company Name Corporation Partnership BID 7658 Miscellaneous Concrete Annual Page 17 of 55 SERVICES AGREEMENT WORK ORDER TYPE THIS AGREEMENT made and entered into the day and year set forth below, by and between THE CITY OF FORT COLLINS, COLORADO, a Municipal Corporation, hereinafter referred to as the "City" and hereinafter referred to as "Service Provider". WITNESSETH: In consideration of the mutual covenants and obligations herein expressed, it is agreed by and between the parties hereto as follows: 1. Services to be Performed. a. This Agreement shall constitute the basic agreement between the parties for services for . The conditions set forth herein shall apply to all services performed by the Service Provider on behalf of the City and particularly described in Work Orders agreed upon in writing by the parties from time to time. Such Work Orders, a sample of which is attached hereto as Exhibit "A", consisting of ( ) page(s) and incorporated herein by this reference, shall include a description of the services to be performed, the location and time for performance, the amount of payment, any materials to be supplied by the City and any other special circumstances relating to the performance of services. No work order shall exceed $ . The only services authorized under this agreement are those which are performed after receipt of such Work Order, except in emergency circumstances where oral work requests may be issued. Oral requests for emergency actions will be confirmed by issuance of a written Work Order within two (2) working days. Irrespective of references in Exhibit A to certain named third parties, Professional shall be solely responsible for performance of all duties hereunder. b. The City may, at any time during the term of a particular Work Order and without BID 7658 Miscellaneous Concrete Annual Page 18 of 55 invalidating the Agreement, make changes within the general scope of the particular services assigned and the Service Provider agrees to perform such changed services. 2. Changes in the Work. The City reserves the right to independently bid any services rather than issuing work to the Service Provider pursuant to this Agreement. Nothing within this Agreement shall obligate the City to have any particular service performed by the Service Provider. 3. Time of Commencement and Completion of Services. The services to be performed pursuant to this Agreement shall be initiated as specified by each written Work Order or oral emergency service request. Oral emergency service requests will be acted upon without waiting for a written Work Order. Time is of the essence. 4. Contract Period {Option 1} This Agreement shall commence upon the date of execution shown on the signature page of this Agreement and shall continue in full force and effect for one (1) year, unless sooner terminated as herein provided. In addition, at the option of the city, the Agreement may be extended for an additional period of one (1) year at the rates provided with written notice to the professional mailed no later than 90 days prior to contract end. 5. Contract Period. {Option 2] This Agreement shall commence , 200 and shall continue in full force and effect until , 200 , unless sooner terminated as herein provided. In addition, at the option of the City, the Agreement may be extended for additional one year periods not to exceed ( ) additional one year periods. Renewals and pricing changes shall be negotiated by and agreed to by both parties. The Denver Boulder Greeley CPIU published by the Colorado State Planning and Budget Office will be used as a guide. Written notice of renewal shall be provided to the Service Provider and mailed no later than 90 days prior to contract end. BID 7658 Miscellaneous Concrete Annual Page 19 of 55 6. Delay. If either party is prevented in whole or in part from performing its obligations by unforeseeable causes beyond its reasonable control and without is fault or negligence, then the party so prevented shall be excused from whatever performance is prevented by such cause. To the extent that the performance is actually prevented, the Service Provider must provide written notice to the City of such condition within fifteen (15) days from the onset of such condition. 7. Early Termination by City/Notices. Notwithstanding the time periods contained herein, the City may terminate this Agreement at any time without cause by providing written notice of termination to the Service Provider. Such notice shall be mailed at least fifteen (15) days prior to the termination date contained in said notice unless otherwise agreed in writing by the parties. All notices provided under this Agreement shall be effective when mailed, postage prepaid and sent to the following address: Service Provider: City: Copy to: Attn: City of Fort Collins Attn: PO Box 580 Fort Collins, CO 80522 City of Fort Collins Attn: Purchasing Dept. PO Box 580 Fort Collins, CO 80522 In the event of early termination by the City, the Service Provider shall be paid for services rendered to the termination date, subject only to the satisfactory performance of the Service Provider's obligations under this Agreement. Such payment shall be the Service Provider's sole right and remedy for such termination. 8. Contract Sum. This is an open-end indefinite quantity Agreement with no fixed price. The actual amount of work to be performed will be stated on the individual Work Orders. The City makes no guarantee as to the number of Work Orders that may be issued or the actual amount of services which will in fact be requested. 9. Payments. a. The City agrees to pay and the Service Provider agrees to accept as full BID 7658 Miscellaneous Concrete Annual Page 20 of 55 payment for all work done and all materials furnished and for all costs and expenses incurred in performance of the work the sums set forth for the hourly labor rate and material costs, with markups, stated within the Bid Schedule Proposal Form, attached hereto as Exhibit " ", consisting of ( ) page , and incorporated herein by this reference. Payment shall be made by the City only upon acceptance of the work by the City and upon the Service Provider furnishing satisfactory evidence of payment of all wages, taxes, supplies and materials, and other costs incurred in connection with the performance of such work. 10. City Representative. The City's representative will be shown on the specific Work Order and shall make, within the scope of his or her authority, all necessary and proper decisions with reference to the work requested. All requests concerning this Agreement shall be directed to the City Representative. 11. Independent Contractor. It is agreed that in the performance of any services hereunder, the Service Provider is an independent contractor responsible to the City only as to the results to be obtained in the particular work assignment and to the extend that the work shall be done in accordance with the terms, plans and specifications furnished by the City. 12. Subcontractors. Service Provider may not subcontract any of the Work set forth in the Exhibit A, Statement of Work without the prior written consent of the city, which shall not be unreasonably withheld. If any of the Work is subcontracted hereunder (with the consent of the City), then the following provisions shall apply: (a) the subcontractor must be a reputable, qualified firm with an established record of successful performance in its respective trade performing identical or substantially similar work, (b) the subcontractor will be required to comply with all applicable terms of this Agreement, (c) the subcontract will BID 7658 Miscellaneous Concrete Annual Page 21 of 55 not create any contractual relationship between any such subcontractor and the City, nor will it obligate the City to pay or see to the payment of any subcontractor, and (d) the work of the subcontractor will be subject to inspection by the City to the same extent as the work of the Service Provider. 13. Personal Services. It is understood that the City enters into the Agreement based on the special abilities of the Service Provider and that this Agreement shall be considered as an agreement for personal services. Accordingly, the Service Provider shall neither assign any responsibilities nor delegate any duties arising under the Agreement without the prior written consent of the city. 14. Acceptance Not Waiver. The City's approval or acceptance of, or payment for any of the services shall not be construed to operate as a waiver of any rights under the Agreement or of any cause of action arising out of the performance of this Agreement. 15. Warranty. a. Service Provider warrants that all work performed hereunder shall be performed with the highest degree of competence and care in accordance with accepted standards for work of a similar nature. b. Unless otherwise provided in the Agreement, all materials and equipment incorporated into any work shall be new and, where not specified, of the most suitable grade of their respective kinds for their intended use, and all workmanship shall be acceptable to City. c. Service Provider warrants all equipment, materials, labor and other work, provided under this Agreement, except City-furnished materials, equipment and labor, against defects and nonconformances in design, materials and BID 7658 Miscellaneous Concrete Annual Page 22 of 55 workmanship/workwomanship for a period beginning with the start of the work and ending twelve (12) months from and after final acceptance under the Agreement, regardless whether the same were furnished or performed by Service Provider or by any of its subcontractors of any tier. Upon receipt of written notice from City of any such defect or nonconformances, the affected item or part thereof shall be redesigned, repaired or replaced by Service Provider in a manner and at a time acceptable to City. 16. Default. Each and every term and condition hereof shall be deemed to be a material element of this Agreement. In the event either party should fail or refuse to perform according to the terms of this agreement, such party may be declared in default thereof. 17. Remedies. In the event a party has been declared in default, such defaulting party shall be allowed a period of ten (10) days within which to cure said default. In the event the default remains uncorrected, the party declaring default may elect to (a) terminate the Agreement and seek damages; (b) treat the Agreement as continuing and require specific performance; or (c) avail himself of any other remedy at law or equity. If the non- defaulting party commences legal or equitable actions against the defaulting party, the defaulting party shall be liable to the non-defaulting party for the non-defaulting party's reasonable attorney fees and costs incurred because of the default. 18. Binding Effect. This writing, together with the exhibits hereto, constitutes the entire agreement between the parties and shall be binding upon said parties, their officers, employees, agents and assigns and shall inure to the benefit of the respective survivors, heirs, personal representative, successors and assigns of said parties. 19. Indemnity/Insurance. a. The Service Provider agrees to indemnify and save harmless the City, its BID 7658 Miscellaneous Concrete Annual Page 23 of 55 officers, agents and employees against and from any and all actions, suits, claims, demands or liability of any character whatsoever, brought or asserted for injuries to or death of any person or persons, or damages to property arising out of, result from or occurring in connection with the performance of any service hereunder. b. The Service Provider shall take all necessary precautions in performing the work hereunder to prevent injury to persons and property. c. Without limiting any of the Service Provider's obligations hereunder, the Service Provider shall provide and maintain insurance coverage naming the City as an additional insured under this Agreement of the type and with the limits specified within Exhibit " ", consisting of one (1) page, attached hereto and incorporated herein by this reference. The Service Provider before commencing services hereunder, shall deliver to the City's Director of Purchasing and Risk Management, P. O. Box 580, Fort Collins, Colorado 80522 one copy of a certificate evidencing the insurance coverage required from an insurance company acceptable to the city. 20. Entire Agreement. This Agreement, along with all Exhibits and other documents incorporated herein, shall constitute the entire Agreement of the parties. Covenants or representations not contained in this Agreement shall not be binding on the parties. 21. Law/Severability. This Agreement shall be governed in all respect by the laws of the State of Colorado. In the event any provision of this Agreement shall be held invalid or unenforceable by any court of competent jurisdiction such holding shall not invalidate or render unenforceable any other provision of this Agreement. BID 7658 Miscellaneous Concrete Annual Page 24 of 55 22. Prohibition Against Employing Illegal Aliens. Pursuant to Section 8-17.5-101, C.R.S., et. seq., Service Provider represents and agrees that: a. As of the date of this Agreement: 1) Service Provider does not knowingly employ or contract with an illegal alien who will perform work under this Agreement; and 2) Service Provider will participate in either the e-Verify program created in Public Law 208, 104th Congress, as amended, and expanded in Public Law 156, 108th Congress, as amended, administered by the United States Department of Homeland Security (the “e-Verify Program”) or the Department Program (the “Department Program”), an employment verification program established pursuant to Section 8-17.5-102(5)(c) C.R.S. in order to confirm the employment eligibility of all newly hired employees to perform work under this Agreement. b. Service Provider shall not knowingly employ or contract with an illegal alien to perform work under this Agreement or knowingly enter into a contract with a subcontractor that knowingly employs or contracts with an illegal alien to perform work under this Agreement. c. Service Provider is prohibited from using the e-Verify Program or Department Program procedures to undertake pre-employment screening of job applicants while this Agreement is being performed. d. If Service Provider obtains actual knowledge that a subcontractor performing work under this Agreement knowingly employs or contracts with an illegal alien, Service Provider shall: 1) Notify such subcontractor and the City within three days that Service Provider has BID 7658 Miscellaneous Concrete Annual Page 25 of 55 actual knowledge that the subcontractor is employing or contracting with an illegal alien; and 2) Terminate the subcontract with the subcontractor if within three days of receiving the notice required pursuant to this section the subcontractor does not cease employing or contracting with the illegal alien; except that Service Provider shall not terminate the contract with the subcontractor if during such three days the subcontractor provides information to establish that the subcontractor has not knowingly employed or contracted with an illegal alien. e. Service Provider shall comply with any reasonable request by the Colorado Department of Labor and Employment (the “Department”) made in the course of an investigation that the Department undertakes or is undertaking pursuant to the authority established in Subsection 8-17.5-102 (5), C.R.S. f. If Service Provider violates any provision of this Agreement pertaining to the duties imposed by Subsection 8-17.5-102, C.R.S. the City may terminate this Agreement. If this Agreement is so terminated, Service Provider shall be liable for actual and consequential damages to the City arising out of Service Provider’s violation of Subsection 8-17.5-102, C.R.S. g. The City will notify the Office of the Secretary of State if Service Provider violates this provision of this Agreement and the City terminates the Agreement for such breach. 23. Special Provisions. Special provisions or conditions relating to the services to be performed pursuant to this Agreement are set forth in Exhibit - Confidentiality, consisting of one (1) page, attached hereto and incorporated herein by this reference. BID 7658 Miscellaneous Concrete Annual Page 26 of 55 CITY OF FORT COLLINS, COLORADO a municipal corporation By: __________________________________ Gerry S. Paul Director of Purchasing and Risk Management Date:_________________________________ ATTEST: ____________________________ City Clerk APPROVED AS TO FORM: ____________________________ Assistant City Attorney By:____________________________________ _______________________________________ Print Name Title____________________________________ Date: _______________________________ ATTEST (Corporate Seal) _____________________________ Corporate Secretary BID 7658 Miscellaneous Concrete Annual Page 27 of 55 EXHIBIT A WORK ORDER FORM PURSUANT TO AN AGREEMENT BETWEEN THE CITY OF FORT COLLINS AND DATED: Work Order Number: Purchase Order Number: Project Title: Commencement Date: Completion Date: Maximum Fee: (time and reimbursable direct costs): Project Description: Scope of Services: Professional agrees to perform the services identified above and on the attached forms in accordance with the terms and conditions contained herein and in the Professional Services Agreement between the parties. In the event of a conflict between or ambiguity in the terms of the Professional Services Agreement and this work order (including the attached forms) the Professional Services Agreement shall control. The attached forms consisting of ___ (_) pages are hereby accepted and incorporated herein, by this reference, and Notice to Proceed is hereby given. Professional By:_______________________________ Date:_____________________________ City of Fort Collins By:_________________________________ Project Manager Date: ______________________________ By: _______________________________ Gerry Paul Director of Purchasing and Risk Management (over $60,000.00) Date: ____________________________ BID 7658 Miscellaneous Concrete Annual Page 28 of 55 EXHIBIT INSURANCE REQUIREMENTS 1. The Service Provider will provide, from insurance companies acceptable to the City, the insurance coverage designated hereinafter and pay all costs. Before commencing work under this bid, the Service Provider shall furnish the City with certificates of insurance showing the type, amount, class of operations covered, effective dates and date of expiration of policies, and containing substantially the following statement: "The insurance evidenced by this Certificate will not be cancelled or materially altered, except after ten (10) days written notice has been received by the City of Fort Collins." In case of the breach of any provision of the Insurance Requirements, the City, at its option, may take out and maintain, at the expense of the Service Provider, such insurance as the City may deem proper and may deduct the cost of such insurance from any monies which may be due or become due the Service Provider under this Agreement. The City, its officers, agents and employees shall be named as additional insureds on the Service Provider's general liability and automobile liability insurance policies for any claims arising out of work performed under this Agreement. 2. Insurance coverages shall be as follows: A. Workers' Compensation & Employer's Liability. The Service Provider shall maintain during the life of this Agreement for all of the Service Provider's employees engaged in work performed under this agreement: 1. Workers' Compensation insurance with statutory limits as required by Colorado law. 2. Employer's Liability insurance with limits of $100,000 per accident, $500,000 disease aggregate, and $100,000 disease each employee. B. Commercial General & Vehicle Liability. The Service Provider shall maintain during the life of this Agreement such commercial general liability and automobile liability insurance as will provide coverage for damage claims of personal injury, including accidental death, as well as for claims for property damage, which may arise directly or indirectly from the performance of work under this Agreement. Coverage for property damage shall be on a "broad form" basis. The amount of insurance for each coverage, Commercial General and Vehicle, shall not be less than $500,000 combined single limits for bodily injury and property damage. In the event any work is performed by a subcontractor, the Service Provider shall be responsible for any liability directly or indirectly arising out of the work performed under this Agreement by a subcontractor, which liability is not covered by the subcontractor's insurance. BID 7658 Miscellaneous Concrete Annual Page 29 of 55 EXHIBIT CONFIDENTIALITY IN CONNECTION WITH SERVICES provided to the City of Fort Collins (the “City”) pursuant to this Agreement (the “Agreement”), the Professional hereby acknowledges that it has been informed that the City has established policies and procedures with regard to the handling of confidential information and other sensitive materials. In consideration of access to certain information, data and material (hereinafter individually and collectively, regardless of nature, referred to as “information”) that are the property of and/or relate to the City or its employees, customers or suppliers, which access is related to the performance of services that the Professional has agreed to perform, the Professional hereby acknowledges and agrees as follows: That information that has or will come into its possession or knowledge in connection with the performance of services for the City may be confidential and/or proprietary. The Professional agrees to treat as confidential (a) all information that is owned by the City, or that relates to the business of the City, or that is used by the City in carrying on business, and (b) all information that is proprietary to a third party (including but not limited to customers and suppliers of the City). The Professional shall not disclose any such information to any person not having a legitimate need-to-know for purposes authorized by the City. Further, the Professional shall not use such information to obtain any economic or other benefit for itself, or any third party, except as specifically authorized by the City. The foregoing to the contrary notwithstanding, the Professional understands that it shall have no obligation under this Agreement with respect to information and material that (a) becomes generally known to the public by publication or some means other than a breach of duty of this Agreement, or (b) is required by law, regulation or court order to be disclosed, provided that the request for such disclosure is proper and the disclosure does not exceed that which is required. In the event of any disclosure under (b) above, the Professional shall furnish a copy of this Agreement to anyone to whom it is required to make such disclosure and shall promptly advise the City in writing of each such disclosure. In the event that the Professional ceases to perform services for the City, or the City so requests for any reason, the Professional shall promptly return to the City any and all information described hereinabove, including all copies, notes and/or summaries (handwritten or mechanically produced) thereof, in its possession or control or as to which it otherwise has access. The Professional understands and agrees that the City’s remedies at law for a breach of the Professional’s obligations under this Confidentiality Agreement may be inadequate and that the City shall, in the event of any such breach, be entitled to seek equitable relief (including without limitation preliminary and permanent injunctive relief and specific performance) in addition to all other remedies provided hereunder or available at law. BID 7658 Miscellaneous Concrete Annual Page 30 of 55 DAVIS BACON WAGE RATES General Decision Number: CO140012 06/06/2014 CO12 Superseded General Decision Number: CO20130012 State: Colorado Construction Type: Heavy Counties: Adams, Arapahoe, Boulder, Broomfield, Denver, Douglas, El Paso, Jefferson, Larimer, Mesa, Pueblo and Weld Counties in Colorado. HEAVY CONSTRUCTION PROJECTS Modification Number Publication Date 0 01/03/2014 1 01/24/2014 2 01/31/2014 3 02/07/2014 4 04/18/2014 5 06/06/2014 ASBE0028-001 10/01/2013 Rates Fringes Asbestos Workers/Insulator (Includes application of all insulating materials, protective coverings, coatings and finishings to all types of mechanical systems)....................$ 28.83 13.18 ---------------------------------------------------------------- BRCO0007-004 09/01/2013 ADAMS, ARAPAHOE, BOULDER, BROOMFIELD, DENVER, DOUGLAS AND JEFFERSON COUNTIES Rates Fringes BRICKLAYER.......................$ 23.68 8.34 ---------------------------------------------------------------- BRCO0007-006 09/01/2013 EL PASO AND PUEBLO COUNTIES Rates Fringes BRICKLAYER.......................$ 23.88 8.46 ---------------------------------------------------------------- ELEC0012-004 09/01/2013 BID 7658 Miscellaneous Concrete Annual Page 31 of 55 PUEBLO COUNTY Rates Fringes ELECTRICIAN Electrical contract over $1,000,000..................$ 27.25 11.92 Electrical contract under $1,000,000..................$ 24.75 11.84 ---------------------------------------------------------------- * ELEC0068-001 06/01/2014 ADAMS, ARAPAHOE, BOULDER, BROOMFIELD, DENVER, DOUGLAS, JEFFERSON, LARIMER, AND WELD COUNTIES Rates Fringes ELECTRICIAN......................$ 32.65 12.70 ---------------------------------------------------------------- ELEC0111-001 09/01/2013 Rates Fringes Line Construction: Cable Splicer...............$ 28.65 13.75%+4.75 Equipment Operator- Underground.................$ 25.05 9.20 Groundman...................$ 22.76 9.87 Line Equipment Operator.....$ 27.78 10.91 Lineman and Welder..........$ 39.81 14.60 ---------------------------------------------------------------- ELEC0113-002 06/01/2013 EL PASO COUNTY Rates Fringes ELECTRICIAN......................$ 29.55 14.48 ---------------------------------------------------------------- ELEC0969-002 07/01/2012 MESA COUNTY Rates Fringes ELECTRICIAN......................$ 21.00 8.57 ---------------------------------------------------------------- ENGI0009-001 10/23/2013 Rates Fringes Power equipment operators: Blade: Finish...............$ 25.04 9.15 Blade: Rough................$ 24.73 9.15 Bulldozer...................$ 24.73 9.15 Cranes: 50 tons and under..$ 24.88 9.15 BID 7658 Miscellaneous Concrete Annual Page 32 of 55 Cranes: 51 to 90 tons......$ 25.04 9.15 Cranes: 91 to 140 tons.....$ 25.19 9.15 Cranes: 141 tons and over...$ 25.97 9.15 Forklift....................$ 24.37 9.15 Mechanic....................$ 24.88 9.15 Oiler.......................$ 24.01 9.15 Scraper: Single bowl under 40 cubic yards........$ 24.88 9.15 Scraper: Single bowl, including pups 40 cubic yards and over and tandem bowls.......................$ 25.04 9.15 Trackhoe....................$ 24.88 9.15 ---------------------------------------------------------------- IRON0024-003 11/01/2013 Rates Fringes Ironworkers:.....................$ 24.80 18.77 Structural ---------------------------------------------------------------- LABO0086-001 05/01/2009 Rates Fringes Laborers: Pipelayer...................$ 18.68 6.78 ---------------------------------------------------------------- PLUM0003-005 07/01/2013 ADAMS, ARAPAHOE, BOULDER, BROOMFIELD, DENVER, DOUGLAS, JEFFERSON, LARIMER AND WELD COUNTIES Rates Fringes PLUMBER..........................$ 35.68 12.34 ---------------------------------------------------------------- PLUM0058-002 07/01/2013 EL PASO COUNTY Rates Fringes Plumbers and Pipefitters.........$ 32.55 13.65 ---------------------------------------------------------------- PLUM0058-008 07/01/2013 PUEBLO COUNTY Rates Fringes Plumbers and Pipefitters.........$ 32.55 13.65 ---------------------------------------------------------------- PLUM0145-002 07/01/2013 MESA COUNTY BID 7658 Miscellaneous Concrete Annual Page 33 of 55 Rates Fringes Plumbers and Pipefitters.........$ 32.67 11.55 ---------------------------------------------------------------- PLUM0208-004 07/01/2013 ADAMS, ARAPAHOE, BOULDER, BROOMFIELD, DENVER, DOUGLAS, JEFFERSON, LARIMER AND WELD COUNTIES Rates Fringes PIPEFITTER.......................$ 33.35 12.27 ---------------------------------------------------------------- SHEE0009-002 07/01/2013 Rates Fringes Sheet metal worker...............$ 32.04 13.13 ---------------------------------------------------------------- TEAM0455-002 07/01/2013 Rates Fringes Truck drivers: Pickup......................$ 18.41 3.87 Tandem/Semi and Water.......$ 19.04 3.87 ---------------------------------------------------------------- SUCO2001-006 12/20/2001 Rates Fringes BOILERMAKER......................$ 17.60 Carpenters: Form Building and Setting...$ 16.97 2.74 All Other Work..............$ 15.14 3.37 Cement Mason/Concrete Finisher...$ 17.31 2.85 IRONWORKER, REINFORCING..........$ 18.83 3.90 Laborers: Common......................$ 11.22 2.92 Flagger.....................$ 8.91 3.80 Landscape...................$ 12.56 3.21 Painters: Brush, Roller & Spray.......$ 15.81 3.26 Power equipment operators: Backhoe.....................$ 16.36 2.48 Front End Loader............$ 17.24 3.23 Skid Loader.................$ 15.37 4.41 ---------------------------------------------------------------- BID 7658 Miscellaneous Concrete Annual Page 34 of 55 WELDERS - Receive rate prescribed for craft performing operation to which welding is incidental. ================================================================ Unlisted classifications needed for work not included within the scope of the classifications listed may be added after award only as provided in the labor standards contract clauses (29CFR 5.5 (a) (1) (ii)). ---------------------------------------------------------------- The body of each wage determination lists the classification and wage rates that have been found to be prevailing for the cited type(s) of construction in the area covered by the wage determination. The classifications are listed in alphabetical order of "identifiers" that indicate whether the particular rate is union or non-union. Union Identifiers An identifier enclosed in dotted lines beginning with characters other than "SU" denotes that the union classification and rate have found to be prevailing for that classification. Example: PLUM0198-005 07/01/2011. The first four letters , PLUM, indicate the international union and the four- digit number, 0198, that follows indicates the local union number or district council number where applicable , i.e., Plumbers Local 0198. The next number, 005 in the example, is an internal number used in processing the wage determination. The date, 07/01/2011, following these characters is the effective date of the most current negotiated rate/collective bargaining agreement which would be July 1, 2011 in the above example. Union prevailing wage rates will be updated to reflect any changes in the collective bargaining agreements governing the rates. 0000/9999: weighted union wage rates will be published annually each January. Non-Union Identifiers Classifications listed under an "SU" identifier were derived from survey data by computing average rates and are not union rates; however, the data used in computing these rates may include both union and non-union data. Example: SULA2004-007 5/13/2010. SU indicates the rates are not union majority rates, LA indicates the State of Louisiana; 2004 is the year of the survey; and 007 is an internal number used in producing the wage determination. A 1993 or later date, 5/13/2010, indicates the classifications and rates under that identifier were issued as a General Wage Determination on that date. Survey wage rates will remain in effect and will not change until a new survey is conducted. ---------------------------------------------------------------- WAGE DETERMINATION APPEALS PROCESS 1.) Has there been an initial decision in the matter? This can be: * an existing published wage determination * a survey underlying a wage determination BID 7658 Miscellaneous Concrete Annual Page 35 of 55 * a Wage and Hour Division letter setting forth a position on a wage determination matter * a conformance (additional classification and rate) ruling On survey related matters, initial contact, including requests for summaries of surveys, should be with the Wage and Hour Regional Office for the area in which the survey was conducted because those Regional Offices have responsibility for the Davis-Bacon survey program. If the response from this initial contact is not satisfactory, then the process described in 2.) and 3.) should be followed. With regard to any other matter not yet ripe for the formal process described here, initial contact should be with the Branch of Construction Wage Determinations. Write to: Branch of Construction Wage Determinations Wage and Hour Division U.S. Department of Labor 200 Constitution Avenue, N.W. Washington, DC 20210 2.) If the answer to the question in 1.) is yes, then an interested party (those affected by the action) can request review and reconsideration from the Wage and Hour Administrator (See 29 CFR Part 1.8 and 29 CFR Part 7). Write to: Wage and Hour Administrator U.S. Department of Labor 200 Constitution Avenue, N.W. Washington, DC 20210 The request should be accompanied by a full statement of the interested party's position and by any information (wage payment data, project description, area practice material, etc.) that the requestor considers relevant to the issue. 3.) If the decision of the Administrator is not favorable, an interested party may appeal directly to the Administrative Review Board (formerly the Wage Appeals Board). Write to: Administrative Review Board U.S. Department of Labor 200 Constitution Avenue, N.W. Washington, DC 20210 4.) All decisions by the Administrative Review Board are final. ================================================================ END OF GENERAL DECISION BID 7658 Miscellaneous Concrete Annual Page 36 of 55 FEDERAL TRANSIT ADMINISTRATION TABLE OF CONTENTS Federally Required and Other Model Contract Clauses 1. NO GOVERNMENT OBLIGATION TO THIRD PARTIES ............................................................... 37 2. PROGRAM FRAUD AND FALSE OR FRAUDULENT STATEMENTS AND RELATED ACTS ....................................................................................................................................................... 37 3. ACCESS TO RECORDS AND REPORTS ...................................................................................... 37 4. FEDERAL CHANGES ..................................................................................................................... 39 5. TERMINATION ................................................................................................................................ 39 6. CIVIL RIGHTS REQUIREMENTS ................................................................................................... 40 7. DISADVANTAGED BUSINESS ENTERPRISE (DBE) ................................................................... 41 8. INCORPORATION OF FEDERAL TRANSIT ADMINISTRATION (FTA) TERMS .......................... 42 9. GOVERNMENT-WIDE DEBARMENT AND SUSPENSION (NONPROCUREMENT) .................... 42 10. BUY AMERICA ................................................................................................................................ 43 11. BREACHES AND DISPUTE RESOLUTION ................................................................................... 44 12. LOBBYING ...................................................................................................................................... 45 13. CLEAN AIR ...................................................................................................................................... 46 14. CLEAN WATER REQUIREMENTS ................................................................................................. 47 15. CARGO PREFERENCE REQUIREMENTS .................................................................................... 47 16. DAVIS-BACON AND COPELAND ANTI-KICKBACK ACTS ......................................................... 47 17. ENERGY CONSERVATION REQUIREMENTS .............................................................................. 54 18. RECYCLED PRODUCTS ................................................................................................................ 54 19. ADA Access .................................................................................................................................... 54 20. CITY OF FORT COLLINS BID PROTEST PROCEDURES ............................................................ 54 BID 7658 Miscellaneous Concrete Annual Page 37 of 55 1. NO GOVERNMENT OBLIGATION TO THIRD PARTIES No Obligation by the Federal Government. (1) The Purchaser and Contractor acknowledge and agree that, notwithstanding any concurrence by the Federal Government in or approval of the solicitation or award of the underlying contract, absent the express written consent by the Federal Government, the Federal Government is not a party to this contract and shall not be subject to any obligations or liabilities to the Purchaser, Contractor, or any other party (whether or not a party to that contract) pertaining to any matter resulting from the underlying contract. (2) The Contractor agrees to include the above clause in each subcontract financed in whole or in part with Federal assistance provided by FTA. It is further agreed that the clause shall not be modified, except to identify the subcontractor who will be subject to its provisions. 2. PROGRAM FRAUD AND FALSE OR FRAUDULENT STATEMENTS AND RELATED ACTS Program Fraud and False or Fraudulent Statements or Related Acts. (1) The Contractor acknowledges that the provisions of the Program Fraud Civil Remedies Act of 1986, as amended, 31 U.S.C. § 3801 et seq. and U.S. DOT regulations, "Program Fraud Civil Remedies," 49 C.F.R. Part 31, apply to its actions pertaining to this Project. Upon execution of the underlying contract, the Contractor certifies or affirms the truthfulness and accuracy of any statement it has made, it makes, it may make, or causes to be made, pertaining to the underlying contract or the FTA assisted project for which this contract work is being performed. In addition to other penalties that may be applicable, the Contractor further acknowledges that if it makes, or causes to be made, a false, fictitious, or fraudulent claim, statement, submission, or certification, the Federal Government reserves the right to impose the penalties of the Program Fraud Civil Remedies Act of 1986 on the Contractor to the extent the Federal Government deems appropriate. (2) The Contractor also acknowledges that if it makes, or causes to be made, a false, fictitious, or fraudulent claim, statement, submission, or certification to the Federal Government under a contract connected with a project that is financed in whole or in part with Federal assistance originally awarded by FTA under the authority of 49 U.S.C. § 5307, the Government reserves the right to impose the penalties of 18 U.S.C. § 1001 and 49 U.S.C. § 5307(n)(1) on the Contractor, to the extent the Federal Government deems appropriate. (3) The Contractor agrees to include the above two clauses in each subcontract financed in whole or in part with Federal assistance provided by FTA. It is further agreed that the clauses shall not be modified, except to identify the subcontractor who will be subject to the provisions. 3. ACCESS TO RECORDS AND REPORTS Access to Records - The following access to records requirements apply to this Contract: A. Where the Purchaser is not a State but a local government and is the FTA Recipient or a subgrantee of the FTA Recipient in accordance with 49 C.F.R. 18.36(i), the Contractor agrees to provide the Purchaser, the FTA Administrator, the Comptroller BID 7658 Miscellaneous Concrete Annual Page 38 of 55 General of the United States or any of their authorized representatives access to any books, documents, papers and records of the Contractor which are directly pertinent to this contract for the purposes of making audits, examinations, excerpts and transcriptions. Contractor also agrees, pursuant to 49 C.F.R. 633.17 to provide the FTA Administrator or his authorized representatives including any PMO Contractor access to Contractor's records and construction sites pertaining to a major capital project, defined at 49 U.S.C. 5302(a)1, which is receiving federal financial assistance through the programs described at 49 U.S.C. 5307, 5309 or 5311. B. The Contractor agrees to permit any of the foregoing parties to reproduce by any means whatsoever or to copy excerpts and transcriptions as reasonably needed. C. The Contractor agrees to maintain all books, records, accounts and reports required under this contract for a period of not less than three years after the date of termination or expiration of this contract, except in the event of litigation or settlement of claims arising from the performance of this contract, in which case Contractor agrees to maintain same until the Purchaser, the FTA Administrator, the Comptroller General, or any of their duly authorized representatives, have disposed of all such litigation, appeals, claims or exceptions related thereto. Reference 49 CFR 18.39(i)(11). D. FTA does not require the inclusion of these requirements in subcontracts. Requirements for Access to Records and Reports by Types of Contract Contract Characteristics Operationa l Service Contract Turnkey Constructio n Architectural Engineering Acquisitio n of Rolling Stock Professional Services I State Grantees a. Contracts below SAT ($100,000) b. Contracts above $100,000/Capital Projects None None unless1 non- competitive award Those imposed on state pass thru to Contractor None Yes, if non- competitive award or if funded thru2 5307/5309/5 311 BID 7658 Miscellaneous Concrete Annual Page 39 of 55 4. FEDERAL CHANGES Federal Changes - Contractor shall at all times comply with all applicable FTA regulations, policies, procedures and directives, including without limitation those listed directly or by reference in the Master Agreement between Purchaser and FTA, as they may be amended or promulgated from time to time during the term of this contract. Contractor's failure to so comply shall constitute a material breach of this contract. 5. TERMINATION A. Termination for Convenience (General Provision) The (Recipient) may terminate this contract, in whole or in part, at any time by written notice to the Contractor when it is in the Government's best interest. The Contractor shall be paid its costs, including contract close-out costs, and profit on work performed up to the time of termination. The Contractor shall promptly submit its termination claim to (Recipient) to be paid the Contractor. If the Contractor has any property in its possession belonging to the (Recipient), the Contractor will account for the same, and dispose of it in the manner the (Recipient) directs. B. Termination for Default [Breach or Cause] (General Provision) If the Contractor does not deliver supplies in accordance with the contract delivery schedule, or, if the contract is for services, the Contractor fails to perform in the manner called for in the contract, or if the Contractor fails to comply with any other provisions of the contract, the (Recipient) may terminate this contract for default. Termination shall be effected by serving a notice of termination on the contractor setting forth the manner in which the Contractor is in default. The contractor will only be paid the contract price for supplies delivered and accepted, or services performed in accordance with the manner of performance set forth in the contract. If it is later determined by the (Recipient) that the Contractor had an excusable reason for not performing, such as a strike, fire, or flood, events which are not the fault of or are beyond the control of the Contractor, the (Recipient), after setting up a new delivery of performance schedule, may allow the Contractor to continue work, or treat the termination as a termination for convenience. C. Opportunity to Cure (General Provision) The (Recipient) in its sole discretion may, in the case of a termination for breach or default, allow the Contractor [an appropriately short period of time] in which to cure the defect. In such case, the notice of termination will state the time period in which cure is permitted and other appropriate conditions If Contractor fails to remedy to (Recipient)'s satisfaction the breach or default of any of the terms, covenants, or conditions of this Contract within [ten (10) days] after receipt by Contractor of written notice from (Recipient) setting forth the nature of said breach or default, (Recipient) shall have the right to terminate the Contract without any further obligation to Contractor. Any such termination for default shall not in any way operate to preclude (Recipient) from also pursuing all available remedies against Contractor and its sureties for said breach or default. D. Termination for Default (Construction) If the Contractor refuses or fails to prosecute the work or any separable part, with the diligence that will insure its completion within the time specified in this contract or any extension or fails to complete the work within this time, or if the Contractor fails to comply with any other provisions of this contract, the (Recipient) may terminate this contract for default. The (Recipient) shall terminate by delivering to the Contractor a Notice of Termination specifying the nature of the BID 7658 Miscellaneous Concrete Annual Page 40 of 55 default. In this event, the Recipient may take over the work and compete it by contract or otherwise, and may take possession of and use any materials, appliances, and plant on the work site necessary for completing the work. The Contractor and its sureties shall be liable for any damage to the Recipient resulting from the Contractor's refusal or failure to complete the work within specified time, whether or not the Contractor's right to proceed with the work is terminated. This liability includes any increased costs incurred by the Recipient in completing the work. The Contractor's right to proceed shall not be terminated nor the Contractor charged with damages under this clause if- 1. the delay in completing the work arises from unforeseeable causes beyond the control and without the fault or negligence of the Contractor. Examples of such causes include: acts of God, acts of the Recipient, acts of another Contractor in the performance of a contract with the Recipient, epidemics, quarantine restrictions, strikes, freight embargoes; and 2. the contractor, within [10] days from the beginning of any delay, notifies the (Recipient) in writing of the causes of delay. If in the judgment of the (Recipient), the delay is excusable, the time for completing the work shall be extended. The judgment of the (Recipient) shall be final and conclusive on the parties, but subject to appeal under the Disputes clauses. If, after termination of the Contractor's right to proceed, it is determined that the Contractor was not in default, or that the delay was excusable, the rights and obligations of the parties will be the same as if the termination had been issued for the convenience of the Recipient. 6. CIVIL RIGHTS REQUIREMENTS Civil Rights - The following requirements apply to the underlying contract: (1) Nondiscrimination - In accordance with Title VI of the Civil Rights Act, as amended, 42 U.S.C. § 2000d, section 303 of the Age Discrimination Act of 1975, as amended, 42 U.S.C. § 6102, section 202 of the Americans with Disabilities Act of 1990, 42 U.S.C. § 12132, and Federal transit law at 49 U.S.C. § 5332, the Contractor agrees that it will not discriminate against any employee or applicant for employment because of race, color, creed, national origin, sex, age, or disability. In addition, the Contractor agrees to comply with applicable Federal implementing regulations and other implementing requirements FTA may issue. (2) Equal Employment Opportunity - The following equal employment opportunity requirements apply to the underlying contract: (a) Race, Color, Creed, National Origin, Sex - In accordance with Title VII of the Civil Rights Act, as amended, 42 U.S.C. § 2000e, and Federal transit laws at 49 U.S.C. § 5332, the Contractor agrees to comply with all applicable equal employment opportunity requirements of U.S. Department of Labor (U.S. DOL) regulations, "Office of Federal Contract Compliance Programs, Equal Employment Opportunity, Department of Labor," 41 C.F.R. Parts 60 et seq., (which implement Executive Order No. 11246, "Equal Employment Opportunity," as amended by Executive Order No. 11375, "Amending Executive Order 11246 Relating to Equal Employment Opportunity," 42 U.S.C. § 2000e note), and with any applicable Federal statutes, executive orders, regulations, and Federal policies that may in the future affect construction activities undertaken in the course of the Project. The BID 7658 Miscellaneous Concrete Annual Page 41 of 55 Contractor agrees to take affirmative action to ensure that applicants are employed, and that employees are treated during employment, without regard to their race, color, creed, national origin, sex, or age. Such action shall include, but not be limited to, the following: employment, upgrading, demotion or transfer, recruitment or recruitment advertising, layoff or termination; rates of pay or other forms of compensation; and selection for training, including apprenticeship. In addition, the Contractor agrees to comply with any implementing requirements FTA may issue. (b) Age - In accordance with section 4 of the Age Discrimination in Employment Act of 1967, as amended, 29 U.S.C. § § 623 and Federal transit law at 49 U.S.C. § 5332, the Contractor agrees to refrain from discrimination against present and prospective employees for reason of age. In addition, the Contractor agrees to comply with any implementing requirements FTA may issue. (c) Disabilities - In accordance with section 102 of the Americans with Disabilities Act, as amended, 42 U.S.C. § 12112, the Contractor agrees that it will comply with the requirements of U.S. Equal Employment Opportunity Commission, "Regulations to Implement the Equal Employment Provisions of the Americans with Disabilities Act," 29 C.F.R. Part 1630, pertaining to employment of persons with disabilities. In addition, the Contractor agrees to comply with any implementing requirements FTA may issue. (3) The Contractor also agrees to include these requirements in each subcontract financed in whole or in part with Federal assistance provided by FTA, modified only if necessary to identify the affected parties. 7. DISADVANTAGED BUSINESS ENTERPRISE (DBE) a. This contract is subject to the requirements of Title 49, Code of Federal Regulations, Part 26, Participation by Disadvantaged Business Enterprises in Department of Transportation Financial Assistance Programs. The national goal for participation of Disadvantaged Business Enterprises (DBE) is 10%. The agency’s overall goal for DBE participation is 9.9% %. A separate contract goal has not been established for this procurement. b. The contractor shall not discriminate on the basis of race, color, national origin, or sex in the performance of this contract. The contractor shall carry out applicable requirements of 49 CFR Part 26 in the award and administration of this DOT-assisted contract. Failure by the contractor to carry out these requirements is a material breach of this contract, which may result in the termination of this contract or such other remedy as City of Fort Collins deems appropriate. Each subcontract the contractor signs with a subcontractor must include the assurance in this paragraph (see 49 CFR 26.13(b)). c. {If no separate contract goal has been established, use the following} The successful bidder/offeror will be required to report its DBE participation obtained through race-neutral means throughout the period of performance. d. The contractor is required to pay its subcontractors performing work related to this contract for satisfactory performance of that work no later than 30 days after the contractor’s receipt of payment for that work from the City of Fort Collins. In addition, [the contractor may not hold retainage from its subcontractors.] e. The contractor must promptly notify City of Fort Collins whenever a DBE BID 7658 Miscellaneous Concrete Annual Page 42 of 55 subcontractor performing work related to this contract is terminated or fails to complete its work, and must make good faith efforts to engage another DBE subcontractor to perform at least the same amount of work. The contractor may not terminate any DBE subcontractor and perform that work through its own forces or those of an affiliate without prior written consent of City of Fort Collins. 8. INCORPORATION OF FEDERAL TRANSIT ADMINISTRATION (FTA) TERMS Incorporation of Federal Transit Administration (FTA) Terms - The preceding provisions include, in part, certain Standard Terms and Conditions required by DOT, whether or not expressly set forth in the preceding contract provisions. All contractual provisions required by DOT, as set forth in FTA Circular 4220.1E, are hereby incorporated by reference. Anything to the contrary herein notwithstanding, all FTA mandated terms shall be deemed to control in the event of a conflict with other provisions contained in this Agreement. The Contractor shall not perform any act, fail to perform any act, or refuse to comply with any (name of grantee) requests which would cause (name of grantee) to be in violation of the FTA terms and conditions. 9. GOVERNMENT-WIDE DEBARMENT AND SUSPENSION (NONPROCUREMENT) Background and Applicability In conjunction with the Office of Management and Budget and other affected Federal agencies, DOT published an update to 49 CFR Part 29 on November 26, 2003. This government-wide regulation implements Executive Order 12549, Debarment and Suspension, Executive Order 12689, Debarment and Suspension, and 31 U.S.C. 6101 note (Section 2455, Public Law 103-355, 108 Stat. 3327). The provisions of Part 29 apply to all grantee contracts and subcontracts at any level expected to equal or exceed $25,000 as well as any contract or subcontract (at any level) for Federally required auditing services. 49 CFR 29.220(b). This represents a change from prior practice in that the dollar threshold for application of these rules has been lowered from $100,000 to $25,000. These are contracts and subcontracts referred to in the regulation as “covered transactions.” Grantees, contractors, and subcontractors (at any level) that enter into covered transactions are required to verify that the entity (as well as its principals and affiliates) they propose to contract or subcontract with is not excluded or disqualified. They do this by (a) Checking the Excluded Parties List System, (b) Collecting a certification from that person, or (c) Adding a clause or condition to the contract or subcontract. This represents a change from prior practice in that certification is still acceptable but is no longer required. 49 CFR 29.300. Grantees, contractors, and subcontractors who enter into covered transactions also must require the entities they contract with to comply with 49 CFR 29, subpart C and include this requirement in their own subsequent covered transactions (i.e., the requirement flows down to subcontracts at all levels). Clause Language The following clause language is suggested, not mandatory. It incorporates the optional method of verifying that contractors are not excluded or disqualified by certification. Suspension and Debarment BID 7658 Miscellaneous Concrete Annual Page 43 of 55 This contract is a covered transaction for purposes of 49 CFR Part 29. As such, the contractor is required to verify that none of the contractor, its principals, as defined at 49 CFR 29.995, or affiliates, as defined at 49 CFR 29.905, are excluded or disqualified as defined at 49 CFR 29.940 and 29.945. The contractor is required to comply with 49 CFR 29, Subpart C and must include the requirement to comply with 49 CFR 29, Subpart C in any lower tier covered transaction it enters into. By signing and submitting its bid or proposal, the bidder or proposer certifies as follows: The certification in this clause is a material representation of fact relied upon by {insert agency name}. If it is later determined that the bidder or proposer knowingly rendered an erroneous certification, in addition to remedies available to {insert agency name}, the Federal Government may pursue available remedies, including but not limited to suspension and/or debarment. The bidder or proposer agrees to comply with the requirements of 49 CFR 29, Subpart C while this offer is valid and throughout the period of any contract that may arise from this offer. The bidder or proposer further agrees to include a provision requiring such compliance in its lower tier covered transactions. 10. BUY AMERICA The contractor agrees to comply with 49 U.S.C. 5323(j) and 49 C.F.R. Part 661, which provide that Federal funds may not be obligated unless steel, iron, and manufactured products used in FTA-funded projects are produced in the United States, unless a waiver has been granted by FTA or the product is subject to a general waiver. General waivers are listed in 49 C.F.R. 661.7, and include final assembly in the United States for 15 passenger vans and 15 passenger wagons produced by Chrysler Corporation, and microcomputer equipment and software. Separate requirements for rolling stock are set out at 49 U.S.C. 5323(j)(2)(C) and 49 C.F.R. 661.11. Rolling stock must be assembled in the United States and have a 60 percent domestic content. A bidder or offeror must submit to the FTA recipient the appropriate Buy America certification (below) with all bids or offers on FTA-funded contracts, except those subject to a general waiver. Bids or offers that are not accompanied by a completed Buy America certification must be rejected as nonresponsive. This requirement does not apply to lower tier subcontractors. Certification requirement for procurement of steel, iron, or manufactured products Certificate of Compliance with 49 U.S.C. 5323(j)(1) The bidder or offeror hereby certifies that it will meet the requirements of 49 U.S.C. 5323(j)(1) and the applicable regulations in 49 C.F.R. Part 661.5. Date ___________________________________________________________________ Signature ________________________________________________________________ Company Name __________________________________________________________ Title ___________________________________________________________________ Certificate of Non-Compliance with 49 U.S.C. 5323(j)(1) The bidder or offeror hereby certifies that it cannot comply with the requirements of 49 U.S.C. 5323(j)(1) and 49 C.F.R. 661.5, but it may qualify for an exception pursuant to 49 BID 7658 Miscellaneous Concrete Annual Page 44 of 55 U.S.C. 5323(j)(2)(A), 5323(j)(2)(B), or 5323(j)(2)(D), and 49 C.F.R. 661.7. Date ___________________________________________________________________ Signature _______________________________________________________________ Company Name __________________________________________________________ Title ___________________________________________________________________ Certification requirement for procurement of buses, other rolling stock and associated equipment Certificate of Compliance with 49 U.S.C. 5323(j)(2)(C). The bidder or offeror hereby certifies that it will comply with the requirements of 49 U.S.C. 5323(j)(2)(C) and the regulations at 49 C.F.R. Part 661.11. Date ___________________________________________________________________ Signature _______________________________________________________________ Company Name __________________________________________________________ Title ___________________________________________________________________ Certificate of Non-Compliance with 49 U.S.C. 5323(j)(2)(C) The bidder or offeror hereby certifies that it cannot comply with the requirements of 49 U.S.C. 5323(j)(2)(C) and 49 C.F.R. 661.11, but may qualify for an exception pursuant to 49 U.S.C. 5323(j)(2)(A), 5323(j)(2)(B), or 5323(j)(2)(D), and 49 CFR 661.7. Date ___________________________________________________________________ Signature _______________________________________________________________ Company Name __________________________________________________________ Title ___________________________________________________________________ 11. BREACHES AND DISPUTE RESOLUTION Disputes - Disputes arising in the performance of this Contract which are not resolved by agreement of the parties shall be decided in writing by the authorized representative of City's [title of employee]. This decision shall be final and conclusive unless within [ten (10)] days from the date of receipt of its copy, the Contractor mails or otherwise furnishes a written appeal to the [title of employee]. In connection with any such appeal, the Contractor shall be afforded an opportunity to be heard and to offer evidence in support of its position. The decision of the [title of employee] shall be binding upon the Contractor and the Contractor shall abide be the decision. Performance During Dispute - Unless otherwise directed by City, Contractor shall continue performance under this Contract while matters in dispute are being resolved. Claims for Damages - Should either party to the Contract suffer injury or damage to person or property because of any act or omission of the party or of any of his employees, agents or others for whose acts he is legally liable, a claim for damages therefor shall be made in writing to such other party within a reasonable time after the first observance of BID 7658 Miscellaneous Concrete Annual Page 45 of 55 such injury of damage. Remedies - Unless this contract provides otherwise, all claims, counterclaims, disputes and other matters in question between the City and the Contractor arising out of or relating to this agreement or its breach will be decided by arbitration if the parties mutually agree, or in a court of competent jurisdiction within the State in which the City is located. Rights and Remedies - The duties and obligations imposed by the Contract Documents and the rights and remedies available thereunder shall be in addition to and not a limitation of any duties, obligations, rights and remedies otherwise imposed or available by law. No action or failure to act by the City, (Architect) or Contractor shall constitute a waiver of any right or duty afforded any of them under the Contract, nor shall any such action or failure to act constitute an approval of or acquiescence in any breach thereunder, except as may be specifically agreed in writing. 12. LOBBYING Modifications have been made to the Clause pursuant to Section 10 of the Lobbying Disclosure Act of 1995, P.L. 104-65 [to be codified at 2 U.S.C. § 1601, et seq.] - Lobbying Certification and Disclosure of Lobbying Activities for third party contractors are mandated by 31 U.S.C. 1352(b)(5), as amended by Section 10 of the Lobbying Disclosure Act of 1995, and DOT implementing regulation, "New Restrictions on Lobbying," at 49 CFR § 20.110(d) - Language in Lobbying Certification is mandated by 49 CFR Part 19, Appendix A, Section 7, which provides that contractors file the certification required by 49 CFR Part 20, Appendix A. Modifications have been made to the Lobbying Certification pursuant to Section 10 of the Lobbying Disclosure Act of 1995. - Use of "Disclosure of Lobbying Activities," Standard Form-LLL set forth in Appendix B of 49 CFR Part 20, as amended by "Government wide Guidance For New Restrictions on Lobbying," 61 Fed. Reg. 1413 (1/19/96) is mandated by 49 CFR Part 20, Appendix A. Byrd Anti-Lobbying Amendment, 31 U.S.C. 1352, as amended by the Lobbying Disclosure Act of 1995, P.L. 104-65 [to be codified at 2 U.S.C. § 1601, et seq.] - Contractors who apply or bid for an award of $100,000 or more shall file the certification required by 49 CFR part 20, "New Restrictions on Lobbying." Each tier certifies to the tier above that it will not and has not used Federal appropriated funds to pay any person or organization for influencing or attempting to influence an officer or employee of any agency, a member of Congress, officer or employee of Congress, or an employee of a member of Congress in connection with obtaining any Federal contract, grant or any other award covered by 31 U.S.C. 1352. Each tier shall also disclose the name of any registrant under the Lobbying Disclosure Act of 1995 who has made lobbying contacts on its behalf with non-Federal funds with respect to that Federal contract, grant or award covered by 31 U.S.C. 1352. Such disclosures are forwarded from tier to tier up to the recipient. APPENDIX A, 49 CFR PART 20--CERTIFICATION REGARDING LOBBYING Certification for Contracts, Grants, Loans, and Cooperative Agreements (To be submitted with each bid or offer exceeding $100,000) The undersigned [Contractor] certifies, to the best of his or her knowledge and belief, that: BID 7658 Miscellaneous Concrete Annual Page 46 of 55 (1) No Federal appropriated funds have been paid or will be paid, by or on behalf of the undersigned, to any person for influencing or attempting to influence an officer or employee of an agency, a Member of Congress, an officer or employee of Congress, or an employee of a Member of Congress in connection with the awarding of any Federal contract, the making of any Federal grant, the making of any Federal loan, the entering into of any cooperative agreement, and the extension, continuation, renewal, amendment, or modification of any Federal contract, grant, loan, or cooperative agreement. (2) If any funds other than Federal appropriated funds have been paid or will be paid to any person for making lobbying contacts to an officer or employee of any agency, a Member of Congress, an officer or employee of Congress, or an employee of a Member of Congress in connection with this Federal contract, grant, loan, or cooperative agreement, the undersigned shall complete and submit Standard Form-- LLL, "Disclosure Form to Report Lobbying," in accordance with its instructions [as amended by "Government wide Guidance for New Restrictions on Lobbying," 61 Fed. Reg. 1413 (1/19/96). Note: Language in paragraph (2) herein has been modified in accordance with Section 10 of the Lobbying Disclosure Act of 1995 (P.L. 104-65, to be codified at 2 U.S.C. 1601, et seq.)] (3) The undersigned shall require that the language of this certification be included in the award documents for all subawards at all tiers (including subcontracts, subgrants, and contracts under grants, loans, and cooperative agreements) and that all subrecipients shall certify and disclose accordingly. This certification is a material representation of fact upon which reliance was placed when this transaction was made or entered into. Submission of this certification is a prerequisite for making or entering into this transaction imposed by 31, U.S.C. § 1352 (as amended by the Lobbying Disclosure Act of 1995). Any person who fails to file the required certification shall be subject to a civil penalty of not less than $10,000 and not more than $100,000 for each such failure. [Note: Pursuant to 31 U.S.C. § 1352(c)(1)-(2)(A), any person who makes a prohibited expenditure or fails to file or amend a required certification or disclosure form shall be subject to a civil penalty of not less than $10,000 and not more than $100,000 for each such expenditure or failure.] The Contractor, ___________________, certifies or affirms the truthfulness and accuracy of each statement of its certification and disclosure, if any. In addition, the Contractor understands and agrees that the provisions of 31 U.S.C. A 3801, et seq., apply to this certification and disclosure, if any. __________________________ Signature of Contractor's Authorized Official __________________________ Name and Title of Contractor's Authorized Official ___________________________ Date 13. CLEAN AIR Clean Air – (1) The Contractor agrees to comply with all applicable standards, orders or regulations issued pursuant to the Clean Air Act, as amended, 42 U.S.C. §§ 7401 et seq. The Contractor agrees to report each violation to the Purchaser and understands and agrees that the Purchaser will, in turn, report each violation as required to assure BID 7658 Miscellaneous Concrete Annual Page 47 of 55 notification to FTA and the appropriate EPA Regional Office. (2) The Contractor also agrees to include these requirements in each subcontract exceeding $100,000 financed in whole or in part with Federal assistance provided by FTA. 14. CLEAN WATER REQUIREMENTS Clean Water – (1) The Contractor agrees to comply with all applicable standards, orders or regulations issued pursuant to the Federal Water Pollution Control Act, as amended, 33 U.S.C. 1251 et seq. The Contractor agrees to report each violation to the Purchaser and understands and agrees that the Purchaser will, in turn, report each violation as required to assure notification to FTA and the appropriate EPA Regional Office. (2) The Contractor also agrees to include these requirements in each subcontract exceeding $100,000 financed in whole or in part with Federal assistance provided by FTA. 15. CARGO PREFERENCE REQUIREMENTS Cargo Preference - Use of United States-Flag Vessels - The contractor agrees: a. to use privately owned United States-Flag commercial vessels to ship at least 50 percent of the gross tonnage (computed separately for dry bulk carriers, dry cargo liners, and tankers) involved, whenever shipping any equipment, material, or commodities pursuant to the underlying contract to the extent such vessels are available at fair and reasonable rates for United States-Flag commercial vessels; b. to furnish within 20 working days following the date of loading for shipments originating within the United States or within 30 working days following the date of leading for shipments originating outside the United States, a legible copy of a rated, "on-board" commercial ocean bill-of -lading in English for each shipment of cargo described in the preceding paragraph to the Division of National Cargo, Office of Market Development, Maritime Administration, Washington, DC 20590 and to the FTA recipient (through the contractor in the case of a subcontractor's bill-of- lading.) c. to include these requirements in all subcontracts issued pursuant to this contract when the subcontract may involve the transport of equipment, material, or commodities by ocean vessel. 16. DAVIS-BACON AND COPELAND ANTI-KICKBACK ACTS Background and Application The Davis-Bacon and Copeland Acts are codified at 40 USC 3141, et seq. and 18 USC 874. The Acts apply to grantee construction contracts and subcontracts that “at least partly are financed by a loan or grant from the Federal Government.” 40 USC 3145(a), 29 CFR 5.2(h), 49 CFR 18.36(i)(5). The Acts apply to any construction contract over $2,000. 40 USC 3142(a), 29 CFR 5.5(a). ‘Construction,’ for purposes of the Acts, includes “actual construction, alteration and/or repair, including painting and decorating.” 29 CFR 5.5(a). The requirements of both Acts are incorporated into a single clause (see 29 CFR 3.11) enumerated at 29 CFR 5.5(a) and reproduced below. The clause language is drawn directly from 29 CFR 5.5(a) and any deviation from the model clause below should be coordinated with counsel to ensure the Acts’ requirements are satisfied. Clause Language BID 7658 Miscellaneous Concrete Annual Page 48 of 55 Davis-Bacon and Copeland Anti-Kickback Acts (1) Minimum wages – (i) All laborers and mechanics employed or working upon the site of the work (or under the United States Housing Act of 1937 or under the Housing Act of 1949 in the construction or development of the project), will be paid unconditionally and not less often than once a week, and without subsequent deduction or rebate on any account (except such payroll deductions as are permitted by regulations issued by the Secretary of Labor under the Copeland Act (29 CFR part 3)), the full amount of wages and bona fide fringe benefits (or cash equivalents thereof) due at time of payment computed at rates not less than those contained in the wage determination of the Secretary of Labor which is attached hereto and made a part hereof, regardless of any contractual relationship which may be alleged to exist between the contractor and such laborers and mechanics. Contributions made or costs reasonably anticipated for bona fide fringe benefits under section 1(b)(2) of the Davis-Bacon Act on behalf of laborers or mechanics are considered wages paid to such laborers or mechanics, subject to the provisions of paragraph (1)(iv) of this section; also, regular contributions made or costs incurred for more than a weekly period (but not less often than quarterly) under plans, funds, or programs which cover the particular weekly period, are deemed to be constructively made or incurred during such weekly period. Such laborers and mechanics shall be paid the appropriate wage rate and fringe benefits on the wage determination for the classification of work actually performed, without regard to skill, except as provided in 29 CFR Part 5.5(a)(4). Laborers or mechanics performing work in more than one classification may be compensated at the rate specified for each classification for the time actually worked therein: Provided, That the employer's payroll records accurately set forth the time spent in each classification in which work is performed. The wage determination (including any additional classifications and wage rates conformed under paragraph (1)(ii) of this section) and the Davis-Bacon poster (WH-1321) shall be posted at all times by the contractor and its subcontractors at the site of the work in a prominent and accessible place where it can be easily seen by the workers. (ii) (A) The contracting officer shall require that any class of laborers or mechanics, including helpers, which is not listed in the wage determination and which is to be employed under the contract shall be classified in conformance with the wage determination. The contracting officer shall approve an additional classification and wage rate and fringe benefits therefore only when the following criteria have been met: (1) Except with respect to helpers as defined as 29 CFR 5.2(n)(4), the work to be performed by the classification requested is not performed by a classification in the wage determination; and (2) The classification is utilized in the area by the construction industry; and (3) The proposed wage rate, including any bona fide fringe benefits, bears a reasonable relationship to the wage rates contained in the wage determination; and (4) With respect to helpers as defined in 29 CFR 5.2(n)(4), such a classification prevails in the area in which the work is performed. BID 7658 Miscellaneous Concrete Annual Page 49 of 55 (B) If the contractor and the laborers and mechanics to be employed in the classification (if known), or their representatives, and the contracting officer agree on the classification and wage rate (including the amount designated for fringe benefits where appropriate), a report of the action taken shall be sent by the contracting officer to the Administrator of the Wage and Hour Division, Employment Standards Administration, U.S. Department of Labor, Washington, DC 20210. The Administrator, or an authorized representative, will approve, modify, or disapprove every additional classification action within 30 days of receipt and so advise the contracting officer or will notify the contracting officer within the 30-day period that additional time is necessary. (C) In the event the contractor, the laborers or mechanics to be employed in the classification or their representatives, and the contracting officer do not agree on the proposed classification and wage rate (including the amount designated for fringe benefits, where appropriate), the contracting officer shall refer the questions, including the views of all interested parties and the recommendation of the contracting officer, to the Administrator for determination. The Administrator, or an authorized representative, will issue a determination within 30 days of receipt and so advise the contracting officer or will notify the contracting officer within the 30-day period that additional time is necessary. (D) The wage rate (including fringe benefits where appropriate) determined pursuant to paragraphs (a)(1)(ii) (B) or (C) of this section, shall be paid to all workers performing work in the classification under this contract from the first day on which work is performed in the classification. (iii) Whenever the minimum wage rate prescribed in the contract for a class of laborers or mechanics includes a fringe benefit which is not expressed as an hourly rate, the contractor shall either pay the benefit as stated in the wage determination or shall pay another bona fide fringe benefit or an hourly cash equivalent thereof. (iv) If the contractor does not make payments to a trustee or other third person, the contractor may consider as part of the wages of any laborer or mechanic the amount of any costs reasonably anticipated in providing bona fide fringe benefits under a plan or program, Provided, That the Secretary of Labor has found, upon the written request of the contractor, that the applicable standards of the Davis- Bacon Act have been met. The Secretary of Labor may require the contractor to set aside in a separate account assets for the meeting of obligations under the plan or program. (v) (A) The contracting officer shall require that any class of laborers or mechanics which is not listed in the wage determination and which is to be employed under the contract shall be classified in conformance with the wage determination. The contracting officer shall approve an additional classification and wage rate and fringe benefits therefore only when the following criteria have been met: (1) The work to be performed by the classification requested is not performed by a classification in the wage determination; and (2) The classification is utilized in the area by the construction industry; and (3) The proposed wage rate, including any bona fide fringe benefits, bears a reasonable relationship to the wage rates contained in the wage determination. BID 7658 Miscellaneous Concrete Annual Page 50 of 55 (B) If the contractor and the laborers and mechanics to be employed in the classification (if known), or their representatives, and the contracting officer agree on the classification and wage rate (including the amount designated for fringe benefits where appropriate), a report of the action taken shall be sent by the contracting officer to the Administrator of the Wage and Hour Division, Employment Standards Administration, Washington, DC 20210. The Administrator, or an authorized representative, will approve, modify, or disapprove every additional classification action within 30 days of receipt and so advise the contracting officer or will notify the contracting officer within the 30-day period that additional time is necessary. (C) In the event the contractor, the laborers or mechanics to be employed in the classification or their representatives, and the contracting officer do not agree on the proposed classification and wage rate (including the amount designated for fringe benefits, where appropriate), the contracting officer shall refer the questions, including the views of all interested parties and the recommendation of the contracting officer, to the Administrator for determination. The Administrator, or an authorized representative, will issue a determination with 30 days of receipt and so advise the contracting officer or will notify the contracting officer within the 30-day period that additional time is necessary. (D) The wage rate (including fringe benefits where appropriate) determined pursuant to paragraphs (a)(1)(v) (B) or (C) of this section, shall be paid to all workers performing work in the classification under this contract from the first day on which work is performed in the classification. (2) Withholding – The City of Fort Collins shall upon its own action or upon written request of an authorized representative of the Department of Labor withhold or cause to be withheld from the contractor under this contract or any other Federal contract with the same prime contractor, or any other federally-assisted contract subject to Davis-Bacon prevailing wage requirements, which is held by the same prime contractor, so much of the accrued payments or advances as may be considered necessary to pay laborers and mechanics, including apprentices, trainees, and helpers, employed by the contractor or any subcontractor the full amount of wages required by the contract. In the event of failure to pay any laborer or mechanic, including any apprentice, trainee, or helper, employed or working on the site of the work (or under the United States Housing Act of 1937 or under the Housing Act of 1949 in the construction or development of the project), all or part of the wages required by the contract, the City of Fort Collins may, after written notice to the contractor, sponsor, applicant, or owner, take such action as may be necessary to cause the suspension of any further payment, advance, or guarantee of funds until such violations have ceased. (3) Payrolls and basic records – (i) Payrolls and basic records relating thereto shall be maintained by the contractor during the course of the work and preserved for a period of three years thereafter for all laborers and mechanics working at the site of the work (or under the United States Housing Act of 1937, or under the Housing Act of 1949, in the construction or development of the project). Such records shall contain the name, address, and social security number of each such worker, his or her correct classification, hourly rates of wages paid (including rates of contributions or costs anticipated for bona fide fringe benefits or cash equivalents thereof of the types described in section BID 7658 Miscellaneous Concrete Annual Page 51 of 55 1(b)(2)(B) of the Davis-Bacon Act), daily and weekly number of hours worked, deductions made and actual wages paid. Whenever the Secretary of Labor has found under 29 CFR 5.5(a)(1)(iv) that the wages of any laborer or mechanic include the amount of any costs reasonably anticipated in providing benefits under a plan or program described in section 1(b)(2)(B) of the Davis-Bacon Act, the contractor shall maintain records which show that the commitment to provide such benefits is enforceable, that the plan or program is financially responsible, and that the plan or program has been communicated in writing to the laborers or mechanics affected, and records which show the costs anticipated or the actual cost incurred in providing such benefits. Contractors employing apprentices or trainees under approved programs shall maintain written evidence of the registration of apprenticeship programs and certification of trainee programs, the registration of the apprentices and trainees, and the ratios and wage rates prescribed in the applicable programs. (ii) (A) The contractor shall submit weekly for each week in which any contract work is performed a copy of all payrolls to the City of Fort Collins for transmission to the Federal Transit Administration. The payrolls submitted shall set out accurately and completely all of the information required to be maintained under section 5.5(a)(3)(i) of Regulations, 29 CFR part 5. This information may be submitted in any form desired. Optional Form WH-347 is available for this purpose and may be purchased from the Superintendent of Documents (Federal Stock Number 029-005-00014-1), U.S. Government Printing Office, Washington, DC 20402. The prime contractor is responsible for the submission of copies of payrolls by all subcontractors. (B) Each payroll submitted shall be accompanied by a "Statement of Compliance," signed by the contractor or subcontractor or his or her agent who pays or supervises the payment of the persons employed under the contract and shall certify the following: (1) That the payroll for the payroll period contains the information required to be maintained under section 5.5(a)(3)(i) of Regulations, 29 CFR part 5 and that such information is correct and complete; (2) That each laborer or mechanic (including each helper, apprentice, and trainee) employed on the contract during the payroll period has been paid the full weekly wages earned, without rebate, either directly or indirectly, and that no deductions have been made either directly or indirectly from the full wages earned, other than permissible deductions as set forth in Regulations, 29 CFR part 3; (3) That each laborer or mechanic has been paid not less than the applicable wage rates and fringe benefits or cash equivalents for the classification of work performed, as specified in the applicable wage determination incorporated into the contract. (C) The weekly submission of a properly executed certification set forth on the reverse side of Optional Form WH-347 shall satisfy the requirement for submission of the "Statement of Compliance" required by paragraph (a)(3)(ii)(B) of this section. (D) The falsification of any of the above certifications may subject the contractor or subcontractor to civil or criminal prosecution under section 1001 of title 18 and BID 7658 Miscellaneous Concrete Annual Page 52 of 55 section 231 of title 31 of the United States Code. (iii) The contractor or subcontractor shall make the records required under paragraph (a)(3)(i) of this section available for inspection, copying, or transcription by authorized representatives of the Federal Transit Administration or the Department of Labor, and shall permit such representatives to interview employees during working hours on the job. If the contractor or subcontractor fails to submit the required records or to make them available, the Federal agency may, after written notice to the contractor, sponsor, applicant, or owner, take such action as may be necessary to cause the suspension of any further payment, advance, or guarantee of funds. Furthermore, failure to submit the required records upon request or to make such records available may be grounds for debarment action pursuant to 29 CFR 5.12. (4) Apprentices and trainees – (i) Apprentices - Apprentices will be permitted to work at less than the predetermined rate for the work they performed when they are employed pursuant to and individually registered in a bona fide apprenticeship program registered with the U.S. Department of Labor, Employment and Training Administration, Bureau of Apprenticeship and Training, or with a State Apprenticeship Agency recognized by the Bureau, or if a person is employed in his or her first 90 days of probationary employment as an apprentice in such an apprenticeship program, who is not individually registered in the program, but who has been certified by the Bureau of Apprenticeship and Training or a State Apprenticeship Agency (where appropriate) to be eligible for probationary employment as an apprentice. The allowable ratio of apprentices to journeymen on the job site in any craft classification shall not be greater than the ratio permitted to the contractor as to the entire work force under the registered program. Any worker listed on a payroll at an apprentice wage rate, who is not registered or otherwise employed as stated above, shall be paid not less than the applicable wage rate on the wage determination for the classification of work actually performed. In addition, any apprentice performing work on the job site in excess of the ratio permitted under the registered program shall be paid not less than the applicable wage rate on the wage determination for the work actually performed. Where a contractor is performing construction on a project in a locality other than that in which its program is registered, the ratios and wage rates (expressed in percentages of the journeyman's hourly rate) specified in the contractor's or subcontractor's registered program shall be observed. Every apprentice must be paid at not less than the rate specified in the registered program for the apprentice's level of progress, expressed as a percentage of the journeymen hourly rate specified in the applicable wage determination. Apprentices shall be paid fringe benefits in accordance with the provisions of the apprenticeship program. If the apprenticeship program does not specify fringe benefits, apprentices must be paid the full amount of fringe benefits listed on the wage determination for the applicable classification. If the Administrator of the Wage and Hour Division of the U.S. Department of Labor determines that a different practice prevails for the applicable apprentice classification, fringes shall be paid in accordance with that determination. In the event the Bureau of Apprenticeship and Training, or a State Apprenticeship Agency recognized by the Bureau, withdraws approval of an apprenticeship program, the contractor will no longer be permitted to utilize apprentices at less than the applicable predetermined rate for the work performed until an acceptable program is approved. BID 7658 Miscellaneous Concrete Annual Page 53 of 55 (ii) Trainees - Except as provided in 29 CFR 5.16, trainees will not be permitted to work at less than the predetermined rate for the work performed unless they are employed pursuant to and individually registered in a program which has received prior approval, evidenced by formal certification by the U.S. Department of Labor, Employment and Training Administration. The ratio of trainees to journeymen on the job site shall not be greater than permitted under the plan approved by the Employment and Training Administration. Every trainee must be paid at not less than the rate specified in the approved program for the trainee's level of progress, expressed as a percentage of the journeyman hourly rate specified in the applicable wage determination. Trainees shall be paid fringe benefits in accordance with the provisions of the trainee program. If the trainee program does not mention fringe benefits, trainees shall be paid the full amount of fringe benefits listed on the wage determination unless the Administrator of the Wage and Hour Division determines that there is an apprenticeship program associated with the corresponding journeyman wage rate on the wage determination which provides for less than full fringe benefits for apprentices. Any employee listed on the payroll at a trainee rate who is not registered and participating in a training plan approved by the Employment and Training Administration shall be paid not less than the applicable wage rate on the wage determination for the classification of work actually performed. In addition, any trainee performing work on the job site in excess of the ratio permitted under the registered program shall be paid not less than the applicable wage rate on the wage determination for the work actually performed. In the event the Employment and Training Administration withdraws approval of a training program, the contractor will no longer be permitted to utilize trainees at less than the applicable predetermined rate for the work performed until an acceptable program is approved. (iii) Equal employment opportunity - The utilization of apprentices, trainees and journeymen under this part shall be in conformity with the equal employment opportunity requirements of Executive Order 11246, as amended, and 29 CFR part 30. (5) Compliance with Copeland Act requirements - The contractor shall comply with the requirements of 29 CFR part 3, which are incorporated by reference in this contract. (6) Subcontracts - The contractor or subcontractor shall insert in any subcontracts the clauses contained in 29 CFR 5.5(a)(1) through (10) and such other clauses as the Federal Transit Administration may by appropriate instructions require, and also a clause requiring the subcontractors to include these clauses in any lower tier subcontracts. The prime contractor shall be responsible for the compliance by any subcontractor or lower tier subcontractor with all the contract clauses in 29 CFR 5.5. (7) Contract termination: debarment - A breach of the contract clauses in 29 CFR 5.5 may be grounds for termination of the contract, and for debarment as a contractor and a subcontractor as provided in 29 CFR 5.12. (8) Compliance with Davis-Bacon and Related Act requirements - All rulings and interpretations of the Davis-Bacon and Related Acts contained in 29 CFR parts 1, 3, and 5 are herein incorporated by reference in this contract. (9) Disputes concerning labor standards - Disputes arising out of the labor standards provisions of this contract shall not be subject to the general disputes clause of this contract. Such disputes shall be resolved in accordance with the procedures of the Department of Labor set forth in 29 CFR parts 5, 6, and 7. Disputes within the BID 7658 Miscellaneous Concrete Annual Page 54 of 55 meaning of this clause include disputes between the contractor (or any of its subcontractors) and the contracting agency, the U.S. Department of Labor, or the employees or their representatives. (10) Certification of eligibility – (i) By entering into this contract, the contractor certifies that neither it (nor he or she) nor any person or firm who has an interest in the contractor's firm is a person or firm ineligible to be awarded Government contracts by virtue of section 3(a) of the Davis-Bacon Act or 29 CFR 5.12(a)(1). (ii) No part of this contract shall be subcontracted to any person or firm ineligible for award of a Government contract by virtue of section 3(a) of the Davis-Bacon Act or 29 CFR 5.12(a)(1). (iii) The penalty for making false statements is prescribed in the U.S. Criminal Code, 18 U.S.C. 1001. 17. ENERGY CONSERVATION REQUIREMENTS Energy Conservation - The contractor agrees to comply with mandatory standards and policies relating to energy efficiency which are contained in the state energy conservation plan issued in compliance with the Energy Policy and Conservation Act. 18. RECYCLED PRODUCTS Recovered Materials - The contractor agrees to comply with all the requirements of Section 6002 of the Resource Conservation and Recovery Act (RCRA), as amended (42 U.S.C. 6962), including but not limited to the regulatory provisions of 40 CFR Part 247, and Executive Order 12873, as they apply to the procurement of the items designated in Subpart B of 40 CFR Part 247. 19. ADA Access Accessibility. Facilities to be used in public transportation service must comply with 42 U.S.C. Sections 12101 et seq. and DOT regulations, “Transportation Services for Individuals with Disabilities (ADA),” 49 CFR Part 37; and Joint ATBCB/DOT regulations, “Americans with Disabilities (ADA) Accessibility Specifications for Transportation Vehicles,” 36 CFR Part 1192 and 49 CFR Part 38. Notably, DOT incorporated by reference the ATBCB’s “Americans with Disabilities Act Accessibility Guidelines” (ADAAG), revised July 2004, which include accessibility guidelines for buildings and facilities, and are incorporated into Appendix A to 49 CFR Part 37. DOT also added specific provisions to Appendix A modifying the ADAAG, with the result that buildings and facilities must comply with both the ADAAG and amendments thereto in Appendix A to 49 CFR Part 37. 20. CITY OF FORT COLLINS BID PROTEST PROCEDURES The City of Fort Collins has a protest procedure, covering any phase of solicitation or award, including but not limited to specification or award. The protest procedures are available from the Purchasing Department, City of Fort Collins, 215 N. Mason, Street, 2nd Floor, P. O. Box 580, Fort Collins, CO. 80522. You may also request a copy of the procedures by emailing: Purchasing@fcgov.com or calling 970-221-6775. BID 7658 Miscellaneous Concrete Annual Page 55 of 55 2014 MISCELLANEOUS CONCRETE ANNUAL GENERAL REQUIREMENTS INDEX SECTION PAGE NUMBERS 01010 Summary of Work General Requirements 2-3 01040 Coordination General Requirements 4-5 01310 Construction Schedules General Requirements 6-7 01330 Survey Data General Requirements 8 01340 Shop Drawings General Requirements 9-11 01410 Testing General Requirements 12-13 01510 Temporary Utilities General Requirements 14 01560 Temporary Controls General Requirements 15-16 01700 Contract Closeout General Requirements 17 01800 Method of Measurement and Basis of Payment General Requirements 18 SECTION 01010 SUMMARY OF WORK General Requirements - Page 2 of 18 1.1 DESCRIPTION OF WORK This work shall consist of the removal and/or installation of concrete curbs, gutters, sidewalks, crosspans, aprons, drive approaches, inlets, concrete pavement, and pedestrian access ramps and placement of temporary asphalt patching adjacent to new concrete on designated streets in the City of Fort Collins. Specific locations are described in Section 3500, Project Map. A. Protection and Restoration. 1. Replace to equal or better conditions all items removed and replaced or damaged during construction. Restore all areas disturbed to match surrounding surface conditions. Also see tree protection standards. B. Construction Hours 1. Construction hours, except for emergencies, shall be limited to 7:00 a.m. to 6:00 p.m., Monday through Friday, unless otherwise authorized in writing by the Engineer. After hour equipment operation shall be in accordance with Section 1560. 2. Any work performed by the Contractor outside of the construction hours, whether or not authorized by the Engineer, shall entitle the Owner to deduct from compensation due to the Contractor sufficient funds to cover the Owner’s costs in providing field engineering and/or inspection services because of such work. The cost for field engineering and inspection shall be $50.00 per hour. 1.2 NOTICES TO PRIVATE OWNERS AND AUTHORITIES A. Notify private owners of adjacent property, utilities, irrigation canal, and affected governmental agencies when prosecution of the Work may affect them. B. Give notification 48 hours in advance to enable affected persons to provide for their needs when it is necessary to temporarily deny access or services. C. Contact utilities at least 48 hours prior excavating near underground utilities. D. Contact all agencies at least 72 hours prior to start of construction. Notify all agencies of the proposed scope of work schedule and any items which would affect their daily operation. E. Darren Moritz/Tom Knostman will be the Program Manager/Project Engineer Darren Moritz 970-221-6618 Office 970-556-1495 cell Tom Knostman 970-221-6576 Office 970-679-7947 cell F. Names and telephone numbers of affected agencies and utilities in the area are listed below for Contractor's convenience. SECTION 01010 SUMMARY OF WORK General Requirements - Page 3 of 18 UTILITIES Water: City of Fort Collins, Colorado 221-6700, Meter Shop 221-6759 Storm Sewer: City of Fort Collins, Colorado 221-6700 Sanitary Sewer: City of Fort Collins, Colorado 221-6700 Electrical: City of Fort Collins, Colorado 221-6700 Gas: Xcel Energy Emergency 1-800-895-2999 Local Contact: Pat Kreager 970-566-4416 Telephone: UNCC / 1-800-922-1987 Local Contact: Debbie Kautz 970-689-0635 Traffic Operations: City of Ft. Collins, Colorado 221-6630 Cable Television: Comcast 493-7400 Utility Notification Center of Colorado (UNCC) - 811 1-800-922-1987 AGENCIES Safety: Larimer County Sheriff's Department: Occupational Safety and Health Administration Non-Emergency: 221-7177 (OSHA): 844-3061 Fire: Ambulance: Poudre Fire Authority Poudre Valley Hospital Non-Emergency: 221-6581 Non-Emergency: 484-1227 Emergency: 911 Emergency: 911 Police: City of Fort Collins Police Department Non-Emergency: 221-6540 Emergency: 911 Postmaster: US Postal Service: 225-4111 Transportation: Transfort: 221-6620 Traffic Engineering: 221-6630 END OF SECTION SECTION 01040 COORDINATION General Requirements - Page 4 of 18 1.1 GENERAL CONTRACTOR RESPONSIBILITIES A. Coordinate operations under contract in a manner which will facilitate progress of the Work. The Contractor shall also coordinate with the Landscape Contractor whose Work is separate from the General Contractor’s contract. B. Conform to the requirements of public utilities and concerned public agencies in respect to the timing and manner of performance of operations which affect the service of such utilities, agencies, or public safety. C. Coordinate operations under contract with utility work to allow for efficient completion of the Work. D. Coordinate all operations with the adjoining property owners, business owners, and surrounding neighborhoods to provide satisfactory access at all times and keep them informed at all times. E. The Contractor shall ensure that Subcontractors shall have visible company names on all vehicles that enter the work zone. 1.2 CONFERENCES A. A Pre-construction Conference will be held prior to the start of construction. 1. Contractor shall participate in the conference accompanied by all major Subcontractors, including the Traffic Control Supervisor assigned to the project. 2. Contractor shall designate/introduce Superintendent, and major Subcontractors’ supervisors assigned to project. 3. The Engineer shall invite all utility companies involved. 4. The Utilities will be asked to designate their coordination person, provide utility plans, and their anticipated schedules. 5. The Engineer shall introduce the Project Representatives. B. Additional project coordination conferences will be held prior to start of construction for coordination of the Work, refining project schedules, and utility coordination. C. Engineer may hold coordination conferences to be attended by all involved when Contractor's operations affects, or is affected by, the work of others. 1. Contractor shall participate in such conferences accompanied by Subcontractors as required by the Engineer. 1.3 PROGRESS MEETINGS A. Contractor and Engineer shall schedule and hold regular progress meetings at least weekly and at other times as requested by the Engineer or required by the progress of the Work. B. Attendance shall include: 1. Contractor and Superintendent. 2. Owner's Representatives. 3. Engineer and Project Representative. 4. Traffic Control Supervisor 5. Others as may be requested by Contractor, Engineer or Owner. SECTION 01040 COORDINATION General Requirements - Page 5 of 18 C. Minimum agenda shall include: 1. Review of work progress since last meeting. 2. Identification and discussion of problems affecting progress. 3. Review of any pending change orders. 4. Revision of Construction Schedule anticipated two weeks in advance. D. The Engineer and Contractor shall agree to weekly quantities at the progress meetings. The weekly quantity sheets shall be signed by both parties. These quantity sheets, when signed, shall be final and shall be the basis for the monthly progress estimates. This process ensures accurate monthly project pay estimates. END OF SECTION SECTION 01310 CONSTRUCTION SCHEDULE General Requirements - Page 6 of 18 1.1 GENERAL A. The contractor shall prepare a detailed schedule of all construction operations and procurement after review of tentative schedule by parties attending the pre-construction conference. This schedule will show how the contractor intends to meet the milestones set forth. 1. No work is to begin at the site until Owner's acceptance of the Construction Progress Schedule and Report of delivery of equipment and materials. 1.2 FORMAT AND SUBMISSIONS A. Prepare construction and procure schedules in a graphic format suitable for displaying scheduled and actual progress. B. Submit two copies of each schedule to Owner for review. 1. Owner will return one copy to Contractor with revisions suggested or necessary for coordination of the Work with the needs of Owner or others. C. The schedule must show how the street, landscaping, and various utility work will be coordinated. 1.3 CONTENT A. Construction Progress Schedule. 1. Show complete work sequence of construction by activity and location for the upcoming two week period. 2. Show changes to traffic control. 3. Show project milestones. B. Report of delivery of equipment and materials. 1. Show delivery status of critical and major items of equipment and materials. 2. Provide a schedule which includes the critical path for Shop Drawings, tests, and other submittal requirements for equipment and materials; reference Section 01340. 1.4 PROGRESS REVISIONS A. Submit revised schedules and reports at weekly project coordination meetings when changes are foreseen, when requested by Owner or Engineer, and with each application for progress payment. B. Show changes occurring since previous submission. 1. Actual progress of each item to date. 2. Revised projections of progress and completion. C. Provide a narrative report as needed to define: 1. Anticipated problems, recommended actions, and their effects on the schedule. 2. The effect of changes on schedules of others. SECTION 01310 CONSTRUCTION SCHEDULES General Requirements - Page 7 of 18 1.5 OWNER'S RESPONSIBILITY A. Owner's review is only for the purpose of checking conformity with the Contract Documents and assisting Contractor in coordinating the Work with the needs of the Project. B. It is not to be construed as relieving Contractor from any responsibility to determine the means, methods, techniques, sequences and procedures of construction as provided in the General Conditions. END OF SECTION SECTION 01340 SHOP DRAWINGS General Requirements - Page 8 of 18 1.1 SURVEY REQUIREMENTS A. The Owner shall provide the construction surveying for the street and landscaping improvements. City Survey Crews will perform the surveying required. B. The Contractor must submit a survey request form to the City Surveyor a minimum of 48 hours prior to requiring surveying. C. If the requested surveying cannot be accomplished in the time frame requested by the Contractor, the survey personnel shall notify the Contractor with the date on which the requested work will be completed. D. Should a sudden change in the Contractor's operations or schedule require the survey personnel to work overtime, the Contractor shall pay the additional overtime expense. E. The Contractor shall protect all survey monuments and construction stakes. If it is unavoidable to remove a survey monument or construction stakes, the Contractor is responsible for notifying the Surveyor and allowing enough time for the monuments or stakes to be relocated. The Contractor will be responsible for the cost of re- staking construction stakes and for the cost of re-establishing a destroyed monument. F. The Contractor shall notify the Engineer prior to concrete removal when property line markers are inscribed in the surface of the existing concrete, typically designated by “+” or “x” markings. The Contractor shall NOT reinstall all existing property line markers in the surface of the new concrete. The Contractor may NOT offset the existing mark for reinstallation but shall notify the City Survey Crews and request the offset location prior to removal of the concrete. If markers are removed without offsetting and reinstalling, the Contractor shall be responsible for all costs, including survey costs, associated with relocating and reinstalling the markers. G. The Contractor shall be responsible for transferring the information from the construction stakes to any necessary forms and for constructing all pipelines, drainage ways, pavements, inlets, walls, and other structures in accordance with the information on the stakes and grade sheets supplied by the Owner. END OF SECTION SECTION 01340 SHOP DRAWINGS General Requirements - Page 9 of 18 1.1 GENERAL A. Submit Shop Drawings, Samples, and other submittals as required by the individual specification. 1. Engineer will not accept Shop Drawings or other submittals from anyone but Contractor. B. Schedule: Reference Section 01310, Construction Schedules. Submittals received by Engineer prior to the time set forth in the approved schedule will be reviewed at any time convenient to Engineer before the time required by the schedule. C. Any need for more than one re-submission, or any other delay in obtaining Engineer's review of submittals, will not entitle Contractor to extension of the Contract Time unless delay of the Work is directly caused by failure of Engineer to return any scheduled submittal within 10 days after receipt in his office of all information required for review of the submittals or for any other reason which prevents Engineer's timely review. Failure of Contractor to coordinate submittals that must be reviewed together will not entitle Contractor to an extension of Contract Time or an increase in Contract Price. D. Resubmit for review a correct submittal if errors are discovered during manufacture or fabrication. E. Contractor shall not use materials or equipment for which Shop Drawings or samples are required until such submittals, stamped by Contractor and properly marked by Engineer, are at the site and available to workmen. F. Contractor shall not use Shop Drawings which do not bear Engineer's mark "NO EXCEPTION TAKEN" in the performance of the Work. Review status designations listed on Engineer's submittal review stamp are defined as follows: 1. NO EXCEPTION TAKEN: Signifies material or equipment represented by the submittal conforms with the design concept, complies with the information given in the Contract Documents and is acceptable for incorporation in the Work. Contractor is to proceed with fabrication or procurement of the items and with related work. Copies of the submittal are to be transmitted for final distribution. 2. REVISE AS NOTED: Signifies material or equipment represented by the submittal conforms with the design concept, complies with the information given in the Contract Documents and is acceptable for incorporation in the Work in accordance with Engineer's notations. Contractor is to proceed with the Work in accordance with Engineer's notations and is to submit a revised submittal responsive to notations marked on the returned submittal or written in the letter of transmittal. 3. REJECTED: Signifies material or equipment represented by the submittal does not conform to the design concept or comply with the information given in the Contract Documents and is not acceptable for use in the Work. Contractor is to submit submittals responsive to the Contract Documents. 4. FOR REFERENCE ONLY: Signifies submittals which are for supplementary information only; pamphlets, general information sheets; catalog cuts, standard sheets, bulletins and similar data, all of which are useful to Owner in design, operation, or maintenance, but which by their nature do not constitute a basis for determining that items represented thereby conform with the design concept or comply with the information given in the Contract Documents. Engineer reviews such submittals for general information but not for substance. 1.2 SHOP DRAWINGS A. Include the following information as required to define each item proposed to be furnished. 1. Detailed installation drawings showing foundation details, and clearances required for construction. 2. Relation to adjacent or critical features of the Work or materials. 3. Field dimensions, clearly identified as such. SECTION 01340 SHOP DRAWINGS General Requirements - Page 10 of 18 4. Applicable standards, such as ASTM or Federal Specification numbers. 5. Drawings, catalogs or parts thereof, manufacturer's specifications and data, instructions, performance characteristics and capacities, and other information specified or necessary: a. For Engineer to determine that the materials and equipment conform with the design concept and comply with the intent of the Contract Documents. b. For the proper erection, installation, and maintenance of the materials and equipment which Engineer will review for general information but not for substance. c. For Engineer to determine what supports, anchorages, structural details, connections and services are required for materials and equipment, and the effect on contiguous or related structures, materials and equipment. 6. Complete dimensions, clearances required, design criteria, materials of construction and the like to enable Engineer to review the information effectively. B. Manufacturer's standard drawings, schematics and diagrams: 1. Delete information not applicable to the Work. 2. Supplement standard information to provide information specifically applicable to the Work. C. Format. 1. Present in a clear and thorough manner. 2. Minimum sheet size: 8 ½" x 11". 3. Clearly mark each copy to identify pertinent products and models. 4. Individually annotate standard drawings which are furnished, cross out items that do not apply, describe exactly which parts of the drawing apply to the equipment being furnished. 5. Individually annotate catalog sheets to identify applicable items. 6. Reproduction or copies of portions of Contract Documents: a. Not acceptable as complete fabrication or erection drawings. b. Acceptable when used as a drawing upon which to indicate information on erection or to identify detail drawings. 7. Clearly identify the following: a. Date of submission. b. Project title and number. c. Names of Contractor, Supplier and Manufacturer. d. Specification section number, specification article number for which items apply, intended use of item in the work, and equipment designation. e. Identify details by reference to sheet, detail, and schedule or room numbers shown in the Contract Documents. f. Deviations from Contract Documents. g. Revisions on re-submittals. h. Contractor's stamp, initialed or signed, certifying to review of submittal, verification of products, field measurements and field construction criteria, and coordination of the information within the submittal with requirements of the Work and the Contract Documents. 1.3 SUBMISSION REQUIREMENTS A. Make submittals promptly in accordance with approved schedule, and in such sequence as to cause no delay in the Work or in the work of any other contractor. B. Minimum number required: 1. Shop Drawings. a. Three (3) copies minimum, two (2) copies which will be retained by Engineer. SECTION 01340 SHOP DRAWINGS General Requirements - Page 11 of 18 1.4 RE-SUBMISSION REQUIREMENTS A. Make corrections or changes required by Engineer and resubmit until accepted. B. In writing call Engineer's attention to deviations that the submittal may have from the Contract Documents. C. In writing call specific attention to revisions other than those called for by Engineer on previous submissions. D. Shop Drawings. 1. Include additional drawings that may be required to show essential details of any changes proposed by Contractor along with required wiring and piping layouts. END OF SECTION SECTION 01410 TESTING General Requirements - Page 12 of 18 1.1 GENERAL A. Provide such equipment and facilities as the Engineer may require for conducting field tests and for collecting and forwarding samples. Do not use any materials or equipment represented by samples until tests, if required, have been made and the materials or equipment are found to be acceptable. Any product which becomes unfit for use after approval shall not be incorporated into the work. B. All materials or equipment proposed to be used may be tested at any time during their preparation or use. Furnish the required samples without charge and give sufficient notice of the placing of orders to permit the testing. Products may be sampled either prior to shipment or after being received at the site of the work. C. Tests shall be made by an accredited testing laboratory selected by the Owner. Except as otherwise provided, sampling and testing of all materials and the laboratory methods and testing equipment shall be in accordance with the latest standards and tentative methods of the American Society for Testing Materials (ASTM). D. Where additional or specified information concerning testing methods, sample sizes, etc., is required, such information is included under the applicable sections of the Specifications. Any modification of or elaboration on these test procedures which may be included for specific materials under their respective sections in the Specifications shall take precedence over these procedures. 1.2 OWNER'S RESPONSIBILITIES A. Owner shall be responsible for and shall pay all costs in connection with testing for the following: 1. Soil tests, except those called for under Submittals thereof. 2. Tests not called for by the Specifications of materials delivered to the site but deemed necessary by Owner. 3. Concrete test, except those called for under Submittals thereof. 1.3 CONTRACTOR'S RESPONSIBILITIES A. In addition to those inspections and tests called for in the General Conditions, Contractor shall also be responsible for and shall pay all costs in connection with testing required for the following: 1. All performance and field testing specifically called for by the specifications. 2. All retesting for Work or materials found defective or unsatisfactory, including tests covered under 1.2 above. 3. All minimum call out charges or stand by time charges from the tester due to the Contractor's failure to pave, pour, or fill on schedule for any reason except by action of the Engineer. B. Contractor shall notify the Engineer 48 hours prior to performing an operation that would require testing. 1.4 CONTRACTOR'S QUALITY CONTROL SYSTEM A. General: The Contractor shall establish a quality control system to perform sufficient inspection and tests of all items of Work, including that of his subcontractors, to ensure conformance to the functional performance of this project. This control shall be established for all construction except where the Contract Documents provide for specific compliance tests by testing laboratories or engineers employed by the Owner. The Contractor’s control system shall specifically include all testing required by the various sections of these Specifications. B. Superintendence: The Contractor shall employ a full time Superintendent to monitor and coordinate all facets of the Work. The Superintendent shall have adequate experience to perform the duties of Superintendent, shall be assigned solely to this project, and shall remain on site during construction activities. SECTION 01410 TESTING General Requirements - Page 13 of 18 C. Contractor's quality control system is the means by which he assures himself that his construction complies with the requirements of the Contract Documents. Controls shall be adequate to cover all construction operations and should be keyed to the proposed construction schedule. D. Records: Maintain correct records on an appropriate form for all inspections and tests performed, instructions received from the Engineer and actions taken as a result of those instructions. These records shall include evidence that the required inspections or tests have been performed (including type and number of inspections or test, nature of defects, causes for rejection, etc.) proposed or directed remedial action and corrective action taken. Document inspections and tests as required by each section of the Specifications, and provide copies to Engineer weekly. END OF SECTION SECTION 01510 TEMPORARY UTILITIES General Requirements - Page 14 of 18 1.1 UTILITIES A. Furnish all utilities necessary for construction. B. Make arrangements with Owner as to the amount of water required and time when water will be needed. 1. Meters may be obtained through the Water Utility Meter Shop at 221-6759 2. Unnecessary waste of water will not be tolerated. C. Furnish necessary water trucks, pipes, hoses, nozzles, and tools and perform all necessary labor. 1.2 SANITARY FACILITIES A. Furnish temporary sanitary facilities at each site for the needs of construction workers and others performing work or furnishing services on the Project. B. Properly maintain sanitary facilities of reasonable capacity throughout construction periods. C. Enforce the use of such sanitary facilities by all personnel at the site. D. Obscure facilities from public view to the greatest practical extent. END OF SECTION SECTION 01560 TEMPORARY CONTROLS General Requirements - Page 15 of 18 1.1 NOISE CONTROL A. The Contractor shall take reasonable measures to avoid unnecessary noise when construction activities are being performed in populated areas. Refer to Revision of Section 108 for additional requirements. B. Construction machinery and vehicles shall be equipped with practical sound muffling devices, and operated in a manner to cause the least noise consistent with efficient performance of the Work. C. Cease operation of all machinery and vehicles between the hours of 6:00 p.m. and 7:00 a.m. 1.2 DUST CONTROL A. Dusty materials in piles or in transit shall be covered to prevent blowing material. B. The Contractor shall be respectful to pedestrians and bicyclists when sweeping road surfaces. The Contractor shall cease operation until the citizen(s) has cleared the area. C. Earth and road surfaces subject to dusting due to construction activities and detouring of traffic shall be kept moist with water or by application of a chemical dust suppressant. 1. Chemical dust suppressant shall not be injurious to existing or future vegetation. 1.3 POLLUTION CONTROL A. Prevent the pollution of drains and water courses by sanitary wastes, concrete, sediment, debris and other substances resulting from construction activities. 1. Retain all spent oils, hydraulic fluids, and other petroleum fluids in containers for proper disposal off the site. 2. Prevent sediment, debris, or other substances from entering sanitary sewers, storm drains and culverts. 1.4 EROSION CONTROL A. Take such measures as are necessary to prevent erosion of soil that might result from construction activities. 1. Measures in general will include: a. Control of runoff. b. Trapping of sediment. c. Minimizing area and duration of soil exposure. d. Approved temporary materials such as hay bales, sand bags, plastic sheets, riprap, or culverts to prevent the erosion of banks and beds of watercourses or drainage swales where runoff will be increased due to construction activities. B. Preserve natural vegetation to greatest extent possible. C. Locate temporary storage and route construction traffic so as to preserve vegetation and minimize erosion. D. Comply with the City of Fort Collins' Storm Drainage Erosion Control Manual. 1.5 TRAFFIC CONTROL A. Maintain traffic control in accordance with the latest revisions of the “Manual of Uniform Traffic Control Devices” (MUTCD), the City of Fort Collins “Work Area Traffic Control Handbook,” and the “Larimer County Urban Area Street Standards.” In the event of a conflict between the MUTCD criteria and the City’s criteria, the City’s criteria shall govern. See Revision of Sections 104 and 630. SECTION 01560 TEMPORARY CONTROLS General Requirements - Page 16 of 18 1.6 PARKED VEHICLES A. See Revision of Section 104 for issues related to parked vehicles. 1.7 HAUL ROUTES The Engineer reserves the right to set haul routes in order to protect pavements, both new and old, from heavy loads. These pavements may include, but are not limited to, recently constructed pavements, recently overlaid pavements, and/or pavements whose condition would be significantly damaged by heavy loads. END OF SECTION SECTION 01700 CONTRACT CLOSEOUT General Requirements - Page 17 of 18 1.1 CLEANING AND RESTORATION A. Return the premises and adjacent properties to conditions existing or better than existing at the time the work was begun. This will include providing labor, equipment and materials for cleaning, repairing, and replacing facilities damaged or soiled during construction. The Engineer will be the judge of the degree of restoration required. 1.2 PROJECT RECORD DOCUMENTS A. Maintain on the job site, and make available to the Engineer upon request, one current marked-up set of the drawings which accurately indicate all approved variations in the completed work that differ from the design information shown on the drawings. Further, these drawings should reflect all underground obstacles encountered. B. These record drawings along with any survey records, photographs, and written descriptions of work as may be required by the Engineer shall be submitted prior to project acceptance. END OF SECTION SECTION 01310 CONSTRUCTION SCHEDULE General Requirements - Page 18 of 18 1.1 DEFECTIVE WORK A. Owner shall not pay for defective work and repair or additional work required to bring the project to a point of acceptance. 1.2 BID PRICE A. The Total Bid Price covers all Work required by the Contract Documents. All work not specifically set forth as a pay item in the Bid Form shall be considered a subsidiary obligation of Contractor and all costs in connection therewith shall be included in the prices bid for the various items of Work. B. Prices shall include all costs in connection with the proper and successful completion of the Work, including furnishing all materials, equipment and tools, and performing all labor and supervision to fully complete the Work. C. Unit prices shall govern over extensions of sums. D. Unit prices shall not be subject to re-negotiation. 1.3 ESTIMATED QUANTITIES A. All quantities stipulated in the Bid Form at unit prices are approximate and are to be used only as a basis for estimating the probable cost of the Work and for the purpose of comparing the bids submitted to the Work. The basis of payment shall be the actual amount of materials furnished and Work done. B. Contractor agrees that he will make no claim for damages, anticipated profits, or otherwise on account of any difference between the amount of Work actually performed and materials actually furnished and the estimated amount therefor. END OF SECTION SECTION 2000 PROJECT SPECIFICATIONS The Colorado Department of Transportation "Standard Specifications for Road and Bridge Construction", latest revision, and the current Larimer County “Urban Area Street Standards”, (hereafter referred to as the "Standard Specifications") are made a part of this Contract by this reference, except as revised herein, and are hereby adopted as the minimum Standard Specifications of Compliance for this project. In those instances where the Standard Specifications conflict with any of the provisions of the preceding Sections, the preceding Sections shall govern. INDEX OF REVISIONS SECTION 104 Traffic and Parking Control 105 Control of Work 107 Protection and Restoration of Property and Landscape 108 Prosecution and Progress 201 Clearing and Grubbing 202 Removal of Structures and Obstructions 203 Excavation and Embankment 208 Erosion Control and Inlet Protection 210 Reset Structures 212 Seeding, Fertilizer, and Sodding 304 Aggregate Base Course 403 Hot Mix Asphalt – Patching 601 Finishing Hardened Concrete Surfaces 604 Inlets and Culverts 608 & 609 Sidewalks, Curb and Gutter, Drive Approaches, Aprons, Crosspans, Pedestrian Access Ramps, and Concrete Pavement 626 Mobilization 630 Construction Zone Traffic Control REVISION OF SECTION 104 TRAFFIC AND PARKING CONTROL Project Specifications - Page 2 of 50 Section 104 of the Standard Specifications is hereby revised as follows: MAINTAINING TRAFFIC Subsection 104.04 shall be amended to include the following. It shall be the Contractor's responsibility to clear parking from the streets when such parking will interfere with the work. Prior to work that requires the street(s) to be closed to parking and/or traffic, the street(s) shall be posted for "NO PARKING". “NO PARKING” signs shall be placed at a minimum of 100 foot intervals. The placement of these signs shall take place at least 24 hours prior to the commencement of work and shall clearly show the type of work, and the day, date, and times that the message on the sign is in effect. (For example, if a street is to be repaired on Wednesday, July 2, the street shall be posted no later than Tuesday, July 1, by 7:00 a.m. with a sign that reads similar to "NO PARKING, WEDNESDAY, JULY 2, 7:00 A.M. TO 6:00 P.M., Concrete Repairs (see sample "NO PARKING" sign on page 4). “NO PARKING” signs shall remain in place until the street is opened to traffic and all clean up operations completed. No Parking signs may be placed, maintained and removed by a representative of the Contractor, the Traffic Control Supervisor, or Flagger. All information on the "NO PARKING" signs, with the exception of the type of work, date, and time shall be in block letters permanently affixed to the sign. Any information added to a sign, such as dates, shall be clearly legible and written in block style letters. The “NO PARKING” signs shall be in effect for one or two days only. In the event the Contractor deems it necessary to remove a vehicle that has not adhered to the “NO PARKING” notification, the Contractor shall first make every reasonable effort to locate and contact the owner of the vehicle. Should the Contractor be unable to locate the owner of the vehicle, the Contractor shall notify the Engineer to arrange for towing. If the “NO PARKING’ sign has been in place for a minimum of 24 hours, the City will make every reasonable effort to remove the offending vehicle within four (4) hours of notification from the Contractor. The Contractor shall not be entitled to additional compensation for delays associated with the towing of illegally parked vehicles. The Contractor shall have an approved Traffic Control Plan on site at all times. Traffic control signage on the construction site shall be set up in accordance with the approved traffic control plan and in accordance with the specifications. Work performed by the Contractor without an approved traffic control plan or when “NO PARKING” signs have not been placed as required by the specifications shall not be paid. The Contractor shall also be subject to a pay deduction of up to $1,000.00 per occurrence per day for traffic control not in compliance with referenced specifications or requirements contained herein. Issues subject to deductions may include but are not limited to: Traffic Control Supervisor not on the project site at all times (unless pre-approved by the Engineer) An approved traffic control plan not on site Traffic control device set up by flagging personnel unless assisting the Traffic Control Supervisor Traffic control signage not set up in accordance with the approved traffic control plans Inadequate flagging personnel and/or flagging equipment The Engineer shall issue a written warning to the Contractor, Subcontractor, and/or Traffic Control Supervisor documenting the type of violation. The Engineer shall determine the deduction amount based on the Engineers’ opinion of the infraction severity and the number of previous infractions. Upon issuance of the third violation, the Engineer may request the Subcontractor, Traffic Control Supervisor and/or flagging personnel be removed from the project. Removal from the project in which the violations were issued shall be in effect for the remainder of the year. The contractor shall find replacement Traffic Control Subcontractor, TCS, and/or flagging personnel within two weeks of the third notice without an adjustment to contract price or working days or the Contract may be terminated and rebid. REVISION OF SECTION 104 TRAFFIC AND PARKING CONTROL Project Specifications – Page 3 of 50 At or near the end of each work day, a representative of the Contractor, the Traffic Control Supervisor, and the Engineer shall meet to discuss the progress of the work, the placement of upcoming traffic control devices including "NO PARKING" signs. The quantity of traffic control devices used that day and for the next day shall be agreed upon by the Contractor and the Engineer. Any necessary adjustments shall be made. The Contractor and Engineer shall also review and determine the proposed means of handling parking and traffic control for the upcoming work. It is the responsibility of the Contractor to minimize any inconvenience to the public as a result of their work. The Contractor shall maintain access at all times to all businesses within the project. The installation schedule shall be communicated to all businesses and residents affected by the work at least 48 hours prior to starting work. Any changes to the traffic control, as directed by the Engineer, including additional signs, barricades, and/or flaggers needed shall be immediately implemented. Traffic control shall be paid under Revision of Section 630, “Construction Zone Traffic Control” found herein. REVISION OF SECTION 104 TRAFFIC AND PARKING CONTROL Project Specifications – Page 4 of 50 END OF SECTION NO PARKING Wed July 7 7:00 AM - 6:00 PM CONCRETE REPAIRS REVISION OF SECTION 105 CONTROL OF WORK Project Specifications - Page 5 of 50 Section 105 of the Standard Specifications is hereby revised as follows: AUTHORITY OF THE ENGINEER No phase of construction shall start until the Traffic Control Plan has been approved. Failure to have an approved Traffic Control Plan shall constitute cause for the Owner to stop work. During periods of Traffic Control non-compliance, the Contractor may be assessed $1,000.00 per day, may forfeit payment of work and materials installed, and may lose contract working days as determined by the Owner. The Contractor shall not be entitled to compensation for delays associated with non-compliant periods. PLANS, SHOP DRAWINGS, WORKING DRAWINGS, OTHER SUBMITTALS, AND CONSTRUCTION DRAWINGS Subsection 105.02 shall be amended to include the following: The Contractor shall furnish the required submittals in TABLE 105-1 one week before the commencement of work. Three (3) copies shall be furnished to the Engineer, two (2) copies will be returned to the Contractor upon approval. Submittals shall not be measured and paid for separately but shall be included in the work. TABLE 105-1 SUMMARY OF CONTRACTOR SUBMITTALS Section No. Description Approval Needed Reoccurring 107.02 Topsoil Soil Analysis Yes Yes 108.03 Schedule of Work Yes Yes 203.05 Borrow Material Gradation Yes Yes 208.02 Erosion Control Devices Yes No 208.06 Spill Kit: List of items included Yes No 212.02 Sod/Seeding Yes No 304.02 Aggregate Base Course Soil Analysis Yes No 601.01 Exposed Sand Finish Yes No 608.00 Concrete Mix Designs Yes No 608.00 Curing Compound Yes No 608.00 Finishing Aide Yes No 608.00 MSDS Sheets for Curing Compound and Finishing Aide Yes No 630.10 Traffic Control Plans Yes Yes 630.11 TCS Qualifications (reoccurs when TCS and flaggers change) Yes No 630.11 Resident Notification Letter Yes Yes COOPERATION BY CONTRACTOR Subsection 105.10 shall be amended to include the following: The City of Fort Collins is committed to comply with the United States Environmental Protection Agency (EPA) and the Streets Department Environmental Management System (EMS) requirements that vehicles on City projects shall comply with the “Anti-Idling Policy” to reduce environmental impacts related to construction. Contractors and Subcontractors shall comply with turning off vehicles and equipment instead of idling for long periods (more than thirty (30) seconds after stopping at destination and/or not more than five (5) minutes aggregated within sixty (60) minutes). Exceptions for powering auxiliary equipment and for safety or health emergencies are allowed. REVISION OF SECTION 105 CONTROL OF WORK Project Specifications – Page 6 of 50 COOPERATION WITH UTILITIES Subsection 105.11 shall be amended to include the following: Concrete construction and reconstruction operations at intersections may involve the destruction and replacement of traffic signal loop detectors and/or new detectors may be installed at intersections where they do not currently exist. The existing traffic signal loop detectors shall be removed by the Contractor at no additional cost. New and replacement loop detectors shall be installed by the City Traffic Division. The Contractor shall cooperate with the schedule of this work to insure the timely installation of loop/camera detectors. The Contractor shall coordinate with the City Traffic Division to insure that their work is completed before concrete placement operations begin. COOPERATION BETWEEN CONTRACTORS Subsection 105.12 shall be amended to include the following: City Utilities, Streets, Parks, Traffic, and utility Contractors may perform work related to the project within or near the limits of this project. The Contractor shall conduct the work without interfering or hindering the progress or completion of the work being performed by other Contractors. The Contractor shall coordinate extensively with these entities to minimize traffic control and scheduling conflicts and ensure timely completion of all the work. The contractor shall allow supporting utility work within their traffic control areas and provide flagging, if necessary, in support of their work and safety requirements. INSPECTION AND TESTING OF WORK Subsection 105.16 shall be amended to include the following: Subsection 105.16 shall be amended to include the following: The Contractor shall keep the Engineer informed of his future construction operations to facilitate scheduling of required inspection, measuring for pay quantities, and sampling. The Contractor shall notify the Engineer a minimum of 24 hours in advance of starting any construction operation that will require inspection, measuring for pay quantities, or sampling. Failure of the Contractor to provide such notice will relieve the Owner and the Engineer from any responsibility for additional costs or delays caused by such failure. Inspection of the work or materials shall not relieve the Contractor of any obligations to fulfill his contract or complete warranty elements as prescribed. Work and materials not meeting specifications shall be corrected and unsuitable work or materials may be rejected, notwithstanding that such work or materials have been previously inspected by the Engineer or that payment therefore has been included in the progress estimate. MAINTENANCE DURING CONSTRUCTION Subsection 105.19 shall be amended to include the following: The roadway area, including curb, gutter, and sidewalk, adjacent to and through the construction area shall be cleaned of debris generated by the Contractor at the earliest opportunity, but in no case shall the area not be cleaned after the completion of the day's work. Large debris (greater than one inch) and regardless of the source, shall be picked up and disposed of offsite at the contractors expense. Smaller particulate debris shall be blown from the sidewalks, driveways, curb, and gutter into the street where it can be picked up by a sweeper without transmitting debris back on sidewalk areas. It shall be the Contractor's responsibility to provide the necessary manpower and equipment to satisfactorily clean the roadway area at no extra cost. The Contractor shall utilize a combination of pick-up brooms, side brooms, and/or other equipment as needed to clean the streets. The requirement to sweep the street shall be suspended during the leaf fall period between September 12th and November 12th unless directed by the Engineer for areas with minimal leaf fall. All sweeping and clean up equipment shall be approved by the Engineer prior to the commencement of work. REVISION OF SECTION 105 CONTROL OF WORK Project Specifications – Page 7 of 50 The Contractor shall maintain the streets during the construction process as prescribed above. If a street requires additional sweeping by City forces, the Owner shall deduct from compensation due the Contractor sufficient funds to cover the Owner's cost to provide the sweeping service. All cost of maintaining the work during construction and before the project is accepted, shall not be measured and paid for separately but shall be included in the work. END OF SECTION REVISION OF SECTION 107 SAFETY AND PROTECTION AND RESTORATION OF PROPERTY AND LANDSCAPING Project Specifications - Page 8 of 50 Section 107 of the Standard Specifications is hereby revised as follows: Subsection 107.06 shall be amended to include the following: Personnel on Street Maintenance Program (SMP) projects shall use protective equipment prescribed by Local, State, and Federal safety regulations to attempt to control or eliminate hazards or exposure to illness or injury. The Contractor and Subcontractors are responsible for providing and insuring the use of the required Personal Protective Equipment (PPE). Only Personal Protective Equipment complying with the Occupational Safety and Health Administration (OSHA) or American National Standards Institute (ANSI) regulations shall be used. The Contractor shall be responsible for the compliance of their employees and the Subcontractor’s employees. The Contractor’s safety representative shall make regular field inspections to audit and document compliance. An employee of the Contractor or Subcontractor who refuses to use the prescribed protective equipment designed for their protection, or willfully damages such equipment, constitutes cause for the Engineer to request removal of the employee from the site. The Contractor’s personnel shall be required to wear safety vests, hard hats, and steel toe boots while on the construction site(s). Subsection 107.12 shall be amended to include the following: The fact that any underground facility (sprinkler systems, utility services, etc.) is not shown on the plans, details, or construction documents shall not relieve the Contractor of his responsibilities as provided for in the Contract. It shall be the Contractor's responsibility, pursuant thereto, to ascertain the location of such underground improvements which may be subject to such damage by reason of his operations. Any pruning of vegetation shall require the written permission of the property owner and/or the Engineer. If the landscape removal area adjacent to the concrete repair is five (5) inches or less in width, the Contractor shall clean the area of all construction debris (i.e. concrete, road base, etc.) to a minimum depth of four (4) inches, prepare all edges to be clean and vertical, and place and compact topsoil. The topsoil shall be compacted utilizing a hand operated roller or other method approved by the Engineer. If any portion of the area to be repaired is greater than five (5”) inches in width and greater than 12 inches in length adjacent to the concrete repair, the Contractor shall clean and prepare the area along the entire length of the repair location as stated above to a minimum one foot (1.0’) wide, place sod over the prepared area, water once, and notify the property owner in writing of the nature of the work that has taken place. The Contractor shall also notify the property owner of the fact that the sod will be watered only once by the Contractor and provide the property owner the recommended watering schedule suggested by the sod supplier. The Contractor shall make every effort to minimize the need for sod placement. If the existing asphalt along the concrete toe is in good condition and salvageable during concrete removal, as determined by the Engineer, the Contractor shall preserve the existing asphalt. This may require wider than five (5) inch removal area on the landscaped side of the repair. In this circumstance, the removal area may be extended to a maximum of ten (10) inches, however, when the removal width is extended to ten (10) inches, the additional backfill, topsoil, and required sodding shall not be measured and paid for separately. The intention of allowing an additional removal width of up to ten (10) inches beyond the specified requirement above is to allow the Contractor flexibility during the removal process when it may be necessary to take extra caution during preservation of the existing asphalt. Minimizing the removal areas behind the sidewalk, curb and gutter shall continue to be the primary goal. The pay item for “Asphalt Pavement Preservation” is intended to compensate the Contractor for additional removal time, backfill, sprinkler repair, and sodding that shall be required while preserving the existing asphalt and minimizing the removal area behind the repair. Item No. 608.47 “Asphalt Pavement Preservation” shall provide compensation for this type of repair and shall be measured and paid in addition to the concrete pay item for the type of repair (i.e., Driveover Curb, Gutter and 6” Sidewalk – Remove & Replace). Revision of Section 608 and 609 defines the measurement and payment for these removals. REVISION OF SECTION 107 SAFETY AND PROTECTION AND RESTORATION OF PROPERTY AND LANDSCAPING Project Specifications – Page 9 of 50 The placement of backfill and top soil for concrete repair locations shall be completed within two (2) working days of the placement of the concrete. Excavated soils from the repair locations may be stockpiled on site and used as backfill for the new concrete installation below the top four (4) inches. Topsoil shall consist of loose friable river bottom or farmland loam, reasonably free of manmade materials subsoil, refuse, stumps, roots, rocks, brush, weeds, noxious weed seeds, heavy clay, hard clods, trash, toxic substances, or other material which would be detrimental to the proper development of vegetative growth. Topsoil shall have 100% passing the 1/4" screen and shall contain a combination of sand, clay, and friable loam. The Contractor shall submit a soil analysis or sample for approval by the Engineer. The topsoil shall be in a relatively dry state but shall contain sufficient moisture to allow compaction and shall be placed during dry weather. The topsoil shall be fine graded to eliminate rough and low areas and ensure positive drainage. The existing levels, profiles, and contours shall be maintained. If the area to be repaired is only damaged on the surface, the Contractor shall remove the damaged areas of sod to a depth that will allow new sod to be placed, place new sod, water once and notify the property owner in writing of the nature of the work that has taken place. The Contractor shall also notify the property owner of the fact that the sod will be watered only once by the Contractor and provide the property owner the recommended watering schedule suggested by the sod supplier. The minimum overall width of the area to be sodded shall be one (1.0’) foot. For concrete repair locations, the placement of sod shall be completed by the end of the first working day of the week following the placement of the concrete. Sprinkler systems - Sprinkler systems designated for relocation shall be capped off at the limits of construction and protected from damage by the Contractor. Sprinkler heads shall be salvaged and stockpiled on each property for use when reconstructing the sprinkler systems. Sprinkler systems damaged outside of the construction limits as a result of construction operations shall be replaced at the Contractor's expense within three (3) working days from the date of damage. All landscaping that is damaged due to construction operations shall be replaced by the Contractor at his expense unless a written waiver is obtained from the property owner and submitted to the Engineer. Re-sodded lawns shall be watered once by the Contractor. All costs for protecting and restoring landscaping and lawns shall be considered a subsidiary obligation of the Contractor in connection with the various items of the Work and no measurement or payment shall be made separately for the protection and restoration of landscaping and lawns. All restoration of landscaping and lawns damaged by construction operations, other than concrete repair, shall take place within three (3) working days from the date of damage. In areas where the Engineer directs new work or the reconstruction area requires grade adjustment, the placement of topsoil, sod, and sprinkler relocation will be provided by the City under separate contract. All labor, materials, tools, equipment, incidentals, and work involved in protecting or repairing underground facilities shall be considered incidental to the Work and shall not be measured and paid for separately. END OF SECTION REVISION OF SECTION 108 PROSECUTION AND PROGRESS Project Specifications - Page 10 of 50 Section 108 of the Standard Specifications is hereby revised as follows: LIMITATION OF OPERATIONS. Subsection 108.08 shall be amended to include the following: Working hours on residential and collector streets shall be 7:00 a.m. to 6:00 p.m., Monday through Friday, or as approved by the Engineer. Working hours on arterial streets shall be restricted to 8:30 a.m. to 3:30 p.m., or as approved by the Engineer. Working hours within CDOT right-of-way (S.H. 287 College Ave. and Hwy 17 Mulberry St.) shall be restricted to 9:00 a.m. to 3:00 p.m. The above time restrictions shall apply to the days’ preparatory work, equipment maintenance, and clean up unless approved by the Engineer. END OF SECTION REVISION OF SECTION 201 CLEARING AND GRUBBING Project Specifications - Page 11 of 50 Section 201 of the Standard Specifications is hereby revised as follows: CONSTRUCTION REQUIREMENTS Subsection 201.02 shall be amended to include the following: When tree roots are encountered during construction operations, the Contractor shall notify the Engineer prior to root removal. The Engineer and the City Forester's representative shall then make a determination regarding removal. When it is apparent that the tree roots have heaved the concrete section, the Contractor shall remove the section(s) of concrete as early as possible to allow time for inspection and to schedule root grinding operations, under separate contract. Root grinding will be scheduled as soon as possible to minimize delays in construction. Delays to concrete installation due to root grinding shall not be considered for additional traffic control payment or additional days added to the total contract working days but shall be anticipated in the Contractor’s schedule. Where it is anticipated that tree roots may be encountered, great care shall be taken by the Contractor to prevent any damage to the roots with tools or equipment. Damage to roots during concrete removal shall be trimmed and cut with a sharpened, sanitized saw, cut orthogonally to its longitudinal axis as closely as practical, to leave the freshly cut root surface in a clean and smooth condition. Axes or other blunt objects shall not be used to cut tree roots. BASIS OF PAYMENT Subsection 201.04 shall be amended to include the following: All costs for removing tree roots shall be considered a subsidiary obligation of the Contractor in connection with the various items of the Work, and no measurement or payment shall be made separately for the removal and trimming of tree roots. END OF SECTION REVISION OF SECTION 202 REMOVAL OF STRUCTURES AND OBSTRUCTIONS Project Specifications - Page 12 of 50 Section 202 of the Standard Specifications is hereby revised as follows: DESCRIPTION Subsection 202.01 shall be amended to include the following: This work consists of sawing and cutting to facilitate controlled breaking and removal of concrete and asphalt to a neat line. CONSTRUCTION REQUIREMENTS Subsection 202.02 shall be amended to include the following: Sawing of concrete shall be done to a true line, having a vertical face, unless otherwise specified. The depth of the saw cut in concrete and asphalt shall be of sufficient depth to ensure a vertical, smooth face, free from breakage, or as directed by the Engineer. Cuts in asphalt or concrete pavement shall be made such that each edge shall be parallel or at right angles to the direction of traffic. Dust created by sawing shall be mitigated by wet sawing or other means approved by the City Representative. Residue from sawing shall be removed by the Contractor at the earliest opportunity. Residue will not be allowed to run through the gutter flow line for more than fifty (50) feet. The Contractor shall prevent tracking of residue onto the roadway or walkway and shall prevent discharge into the storm drainage system. The Contractor shall use a storm water protection device or other means of controlling run off of residue as approved by the Engineer. See Section 208 “Erosion Control and Inlet Protection” contained herein. Subsection 202.03 shall be amended to include the following: Flagstone sidewalk shall be salvaged to the maximum extent feasible. All flagstones shall become the property of the City of Fort Collins and shall be hauled by the Contractor and delivered to the City’s site located at 1500 Hoffman Mill Road. This item will not be measured or paid for separately, but shall be considered incidental to the related removal item. METHOD OF MEASUREMENT Subsection 202.11 shall be amended to include the following: Sawcut Concrete/Asphalt item shall be measured and paid by the lineal foot and shall only be measured and paid where the Engineer directs sawing not already being paid under another item. Sawcutting and asphalt removal related to items designated in Revision of Section 604 and Revision of Section 608 and 609, shall be considered a subsidiary obligation of the Contractor’s work, and shall not be measured and paid for separately. Flagstone removal shall be measured and paid by the square foot including removal, haul, delivery, and unloading of material at the City’s site. Erosion control measures used during sawcutting are considered incidental to all sawcutting operations and shall not be measured and paid for separately. REVISION OF SECTION 202 REMOVAL OF STRUCTURES AND OBSTRUCTIONS Project Specifications – Page 13 of 50 BASIS OF PAYMENT Subsection 202.12 shall be amended to include the following: Payment shall be made under: Pay Item Unit 202.01 Sawcut Concrete/Asphalt < 4” Lineal Foot 202.02 Sawcut Concrete/Asphalt 4” < 6” Lineal Foot 202.03 Sawcut Concrete/Asphalt 6” < 8” Lineal Foot 202.04 Sawcut Concrete/Asphalt 8” <10” Lineal Foot 202.05 Sawcut – Additional 1” Depth Lineal Foot 202.06 Remove Concrete Sidewalk Square Foot 202.07 Remove Concrete Curb & Gutter Lineal Foot 202.08 Remove Monolithic Curb, Gutter & Sidewalk Square Foot 202.09 Remove Concrete Driveway/Apron/Crosspan Square Foot 202.10 Remove Concrete Pavement - 10” Square Foot 202.11 Remove Concrete Pavement - Additional 1” Depth Square Foot 202.12 Remove Asphalt – 6” Square Foot 202.13 Remove Asphalt - Additional 1” Depth Square Foot 202.14 Remove Inlet Each 202.15 Remove and Haul Driveway Fillet Each 202.16 Remove Flagstone Square Foot The above prices and payments shall include full compensation for furnishing all labor, materials, tools, equipment, and incidentals and for doing all work involved in Removal of Structures and Obstructions as specified in these specifications, as shown on the plans, and as directed by the Engineer. END OF SECTION REVISION OF SECTION 203 EXCAVATION AND EMBANKMENT Project Specifications - Page 14 of 50 DESCRIPTION Subsection 203.01 shall be amended to include the following: This work shall consist of removing and disposing of the existing pavement, base, or other material, preparing the subgrade for the subsequent course, and placing borrow in accordance with the specifications and in reasonably close conformity with the lines, grades, and typical cross sections shown on the plans or as designated by the Engineer. All excavation will be classified, "General Excavation", as hereafter described. The Contractor shall dispose of all excavated material. CONSTRUCTION REQUIREMENTS Subsection 203.05 is shall be amended to include the following: General Excavation shall consist of the excavation of all materials of whatever character required for the work not being removed under some other item. The Contractor shall be responsible for the protection of the subgrade/base course until subsequent courses have been placed. The excavation will be accomplished in the following manner: General Excavation: The areas to be removed will be marked on the surface with paint by the Engineer. A straight vertical cut shall be made through the pavement, if necessary, to provide a square or rectangular opening, such that each edge will be parallel or at right angles to the direction of traffic. Wheel cutting, ripping, and tearing of asphalt using construction equipment such as a grader (blade) shall not be allowed. If, in the opinion of the Engineer, the subgrade material is unsuitable, it shall be removed to the limits and depths designated. Where excavation to the finished grade section (including General Excavation and Patching) results in a subgrade of unsuitable soil, the Contractor shall remove the unsuitable materials and backfill to the finished grade section with approved material as directed by the Engineer. After the material has been removed to the depth specified by the Engineer, the Contractor shall prepare the subgrade by compacting with a sheepsfoot roller, rubber tired roller, and/or other compaction equipment as approved by the Engineer. The subgrade preparation shall not be measured and paid for separately, but shall be included in the contract unit price for General Excavation. Borrow: Borrow shall be placed as directed by the Engineer. The minimum amount of borrow shall be one load (approximately ten (10) ton). The cost for compaction shall be included in the contract unit price for Borrow. Borrow material shall meet the grading requirement for Class 1 (Pit Run) or Class 5 (Road Base) Aggregate Base Course. Class 1 Aggregate Base Course need not be crushed and can be of the pit run variety provided it falls within the gradation requirements as shown in the Standard Specifications. The material required for the specific location shall be directed by the City Representative. Load slips shall be consecutively numbered for each day and submitted to the Engineer daily. REVISION OF SECTION 203 EXCAVATION AND EMBANKMENT Project Specifications – Page 15 of 50 METHOD OF MEASUREMENT Subsection 203.13 shall be amended to include the following: The subgrade preparation shall not be measured and paid for separately, but shall be included in the contract unit price for General Excavation. Borrow will be paid by the ton at the proper moisture. Haul and water necessary to bring mixture to optimum moisture content will not be measured or paid for separately but shall be included in the contract unit price for Borrow. Aggregate Base Course that is placed as a result of excavation of unsuitable subgrade shall be paid for at the unit price for Borrow. The accepted quantities of Excavation will be paid for at the contract unit price per cubic yard complete-in- place. Subgrade preparation, moisture conditioning, compaction, haul, and disposal will not be measured and paid for separately. BASIS OF PAYMENT Subsection 203.14 shall be amended to include the following: Payment shall be made under: Pay Item Unit 203.01 Excavation – General Less Than 50 CY Cubic Yard 203.02 Excavation – General Over 50 CY Cubic Yard 203.03 Excavation – Walls Only Cubic Yard 203.04 Excavation – New Inlet Each 203.05 Borrow - Less Than 100 Ton Ton 203.06 Borrow – Over 100 Ton Ton The above prices and payments shall include full compensation for furnishing all labor, materials, tools, equipment, and incidentals, and for doing all the work involved in Excavation and Embankment including haul, stockpiling, placing material, watering or drying soil, compaction, proof rolling, finish grading and disposal of unusable materials, as shown on the plans, as specified in these specifications, and as directed by the City Representative. END OF SECTION REVISION OF SECTION 208 EROSION CONTROL AND INLET PROTECTION Project Specifications - Page 16 of 50 Section 208 of the Standard Specifications is hereby revised as follows: DESCRIPTION Subsection 208.01 shall be amended to include the following: This work shall consist of constructing, installing, maintaining, removing, and re-locating when required, erosion control devices throughout the construction period and at a minimum at all inlets to prevent or minimize erosion, sedimentation, and pollution of any state waters. Work shall be in accordance with the latest edition of the City of Fort Collins Urban Drainage and Flood Control District Urban Drainage Criteria Manual, Colorado Department of Transportation Standard Specifications for Road and Bridge Construction, and the City of Fort Collins Environmental Standard Operating Procedures (ESOP) and Standard Drawings contained herein. MATERIALS Subsection 208.02 shall be amended to include the following: Contractor shall submit the type of material to be used for erosion control measures prior to beginning the work. See Details Section 03000 contained herein. Recycled Rubberized Inlet Protection shall meet the following requirements: 1. Infill material: Shredded recycled rubber 2. Weight: approximately 10 lbs per linear foot 3. Diameter: Approximately 9 inches 4. Geotextile fabric: Made of a durable fabric with a typical weight of 6-10 oz/yd. CONSTRUCTION REQUIREMENTS Section 208.03 shall be amended to include the following: All erosion control measures shall be installed prior to starting the Work. Straw wattles shall not be allowed. Devices shall be approved by the Engineer. Protection devices shall be installed on the downstream side at load sites, stockpiles, base piles, and truck wash out areas, or as directed by the Engineer, and shall not be measured and paid for separately. Any loss of time or materials related to erosion shall be the sole responsibility of the Contractor. Any damage to surrounding properties or facilities (either on site or offsite) related to erosion caused by construction of this project, will be the sole responsibility of the Contractor It shall be the Contractor’s responsibility to ensure that all roads on or near the project are kept clean of construction related debris that may enter the inlets during the course of the work. Sawcutting Residue from sawing shall be removed by the Contractor at the earliest opportunity or no later than the end of the day of sawing. Residue shall not be allowed to run through the gutter flow line for more than 100 lineal feet. The Contractor shall prevent tracking of the residue onto the roadway or walkway, and shall prevent discharge into the storm drainage system. Inlet filters All storm drainage system inlets shall be filtered unless better treatment is available before water is discharged into streams or onto adjacent properties. REVISION OF SECTION 208 EROSION CONTROL AND INLET PROTECTION Project Specifications – Page 17 of 50 Drop Inlets Drop inlets in unpaved areas shall be filtered with straw bales anchored with wooden stakes as shown in Figure D-23. Drop Inlets in paved areas shall have gravel filters Figure D-24. Materials other than straw bales must be demonstrated to provide the same level of treatment before acceptance by the City Representative. Straw Bales Straw bales shall be placed in a single row tightly butted end-to-end or overlapped and staked. The bales shall be installed to a minimum depth of four inches. After bales are installed and staked, loose straw will be wedged between bales and soil shall be backfilled three inches against the filter. Curb-opening Inlets Curb-opening inlets shall be filtered using 1/2 – inch wire screen and coarse gravel (3/4 – inch) constructed according to Figure SC-5, or as approved by the City Representative. Maintenance The Contractor shall continuously maintain erosion and sediment control devices to properly function during the course of construction. See Detail SC-5 contained herein. All inlet protection devices shall be inspected and repairs made after each runoff event. Sediments shall be removed when one half the design depth has been filled. Sediments shall also be removed immediately from the traveled way of roads and disposed of properly. MATERIALS HANDLING AND SPILL PREVENTION Subsection 208.06 shall be amended to include the following: Appropriate Spill Kits shall be on site with each piece of equipment at all times during installation of the Work and during equipment maintenance and fueling (see Section 04000 ESOP). The Contractor shall submit a description of the items contained in each Spill Kit for approval by the Engineer. METHOD OF MEASUREMENT Subsection 208.11 shall be amended to include the following: Stormwater Protection – Rock Filled Wattle and Stormwater Protection - Recycled Rubber Filled Wattle shall be measured and paid by the lineal foot for each inlet location when devices are installed and accepted, whether the protection device is new or has been relocated, and as directed by the Engineer. Inlet protection shall include sufficient length to protect the opening and sides of the inlet grate. Excessive lengths shall not be paid. Stormwater Protection – Straw Bales shall be measured and paid per each installed and accepted, and as directed by the Engineer. Excavation required for removal of accumulated sediment from traps, basins, and other clean out excavation of accumulated sediment, and the proper disposal of sediment, shall be considered incidental to the work and shall not be measured and paid for separately. Street sweeping of sediment shall not be measured or paid for separately. All construction material that enters an inlet due to the Work shall be removed from the inlet interior and removed from the site to an approved disposal location. This work shall not be measured and paid for separately. REVISION OF SECTION 208 EROSION CONTROL AND INLET PROTECTION Project Specifications – Page 18 of 50 Spill Kits required on site and with equipment and vehicles shall not be measured and paid for separately. Erosion control measures used during sawcutting are considered incidental to all sawing operations and shall not be paid for separately. BASIS OF PAYMENT Subsection 208.12 shall be amended to include the following: Payment shall be made under: Pay Item Unit 208.01 Stormwater Protection – Rock Filled Wattle Lineal Foot 208.02 Stormwater Protection – Recycled Rubber Filled Wattle Lineal Foot 208.03 Stormwater Protection – Straw Bales Each The above prices and payments shall include full compensation for furnishing all labor, materials, tools, equipment, and incidentals and for doing all work involved in installing, maintaining, removing, and relocating when required, Erosion Control and Inlet Protection devices, as specified in these specifications, as shown on the plans, and as directed by the City Representative. END OF SECTION REVISION OF SECTION 210 RESET STRUCTURES Project Specifications - Page 19 of 50 Section 210 of the Standard Specifications is hereby revised as follows: DESCRIPTION Subsection 210.01 shall be amended to include the following: This work shall consist of adjusting manholes and valve boxes and removing and resetting or adjusting flagstone, brick pavers, and related materials. CONSTRUCTION REQUIREMENTS Subsection 210.02 shall be amended to include the following: Existing flagstone and pavers shall be salvaged and reset on compacted base. The elevation of the flagstone and pavers shall match as closely as possible the surface treatment of the surrounding area. All flagstones and pavers shall be carefully removed, stored, reinstalled, or adjusted in a manner that will avoid loss or damage. Flagstone and pavers shall be salvaged to the maximum extent feasible. All flagstone and pavers not reinstalled shall become the property of the City of Fort Collins and shall be hauled by the contractor and delivered to the City’s site located at 1500 Hoffman Mill Road. This item shall not be measured or paid for separately, but shall be considered incidental to the related removal item. Cutting of pavers, when necessary, shall be accomplished with a double bladed splitter or a masonry saw. The saw shall be a “wet saw” type to inhibit dust when cutting the pavers. Pavers shall be cut such that tight spaced joints are maintained. The Contractor shall spread the bedding sand evenly in the area defined and shall screed the sand to an appropriate embedment depth as shown on the plans or as directed by the Engineer. Sufficient sand should be placed to stay ahead of laid pavers. The Contractors shall use a plate vibrator to embed the pavers into the sand. The size and type of plate vibrator shall be in accordance with manufacturer’s recommendations, or as directed by the Engineer. All pavers that are damaged during embedment shall be replaced at the Contractor’s expense. Joint spacing between paver units shall be in accordance with the manufacturer’s recommendations, or as approve by the Engineer. Joints shall be filled completely with joint sand. Excess sand shall be removed by sweeping. METHOD OF MEASUREMENT Subsection 210.12 shall be amended to include the following: The unit price for Resetting Brick Pavers and Resetting Flagstone shall be paid by the square foot of re-set area. Material for leveling, moisture conditioning, and labor for installation and compaction shall not be paid separately. REVISION OF SECTION 210 RESET STRUCTURES Project Specifications – Page 20 of 50 BASIS OF PAYMENT Subsection 210.13 shall be amended to include the following: Payment shall be made under: Pay Item Unit 210.01 Reset Flagstone Square Foot 210.02 Reset Brick Pavers Square Foot 210.03 Adjust Manhole Each 210.04 Adjust Valve Box Each The above prices and payment shall include full compensation for furnishing all labor, materials, tools, equipment, and incidentals, and for doing all the work involved in Reset Structures, complete-in-place, including compaction and materials, as shown on the plans, as specified in these specifications, and as direction by the City Representative. END OF SECTION REVISION OF SECTION 212 SEEDING, FERTILIZER AND SODDING Project Specifications - Page 21 of 50 Section 212 of the Standard Specifications is hereby revised as follows: DESCRIPTION Subsection 212.01 shall be amended to include the following: This work shall consist of soil preparation and furnishing and placing topsoil and blue grass sod in accordance with these specifications, accepted horticulture practice, and in reasonably close conformity with the existing topography of the location. This work shall not include locations of concrete repair in which grade changes and additional work is directed by the Engineer. See Section 107 "Safety and Protection and Restoration of Property and Landscape” found herein. MATERIALS Subsection 212.02 shall be amended to include the following: Topsoil Topsoil shall conform to the requirements of “Safety and Protection and Restoration of Property and Landscape” found herein. Sod Bluegrass sod shall be nursery grown, 99% Kentucky Blue Grass and 99% weed free. Other sod type may be used only if approved in writing by the City Representative. The 1% allowable weeds shall not include any undesirable perennial or annual grasses or plants. Soil thickness of sod cuts shall not be less than 3/4 inch nor more than one inch. Sod shall be cut in uniform strips with minimum dimensions of 12 inches in width and 48 inches in length. The Contractor shall submit a sample of the sod he proposes to furnish. Any sod furnished, whether in place or not, that is not up to the standard of the sample may be rejected. Sod that has been cut for more than 24 hours shall not be used. Each load of sod shall be accompanied by a certificate from the grower stating the type of sod, and the date and time of cutting. Seeding The use of seed may be approved by the Engineer and shall be a Dry Land Mixture of Perennial Rye and Bluegrass. CONSTRUCTION REQUIREMENTS Subsection 212.05 shall be amended to include the following: Sodding: Soil Preparation: The area shall be cleaned with a minimum depth of four (4) inches (where topsoil does not exist) and a minimum width of one (1) foot, all irregularities in the ground surface shall be removed, and all edges clean and vertical. Sticks, stones, debris, and other similar material more than ½ inch in diameter shall be removed. Any objectionable depressions or other variances from a smooth grade shall be corrected. Topsoil Placement: Topsoil shall be placed and compacted with a minimum depth of four (4) inches. The amount of compaction required shall be as directed by the Engineer. Sod Placement: The minimum width for sod shall be one (1) foot. The area to be sodded shall be smooth. The sod shall be laid by staggering joints with all edges touching. On any slopes, the sod shall run approximately parallel to the slope contours. The Contractor shall water the sod once and notify the property owner in writing of the nature of the work that has taken place, that the sod has been watered only once, and provide the recommended watering schedule for new sod placement as recommended by the sod supplier. Sod placement/replacement required due to Contractor negligence shall follow the requirements of this section but shall not be measured and paid for under the terms of this contract. REVISION OF SECTION 212 SEEDING, FERTILIZER AND SODDING Project Specifications – Page 22 of 50 Seeding: Instances may arise when seeding is an appropriate option to sod installation or more appropriate for the location. In such instances, and as approved by the Engineer, the Contractor may install seed. Backfill, soil preparation, and topsoil placement shall be required as specified above. After installation of four (4) inches of topsoil, the Contractor shall rake the surface of the topsoil perpendicular to the concrete installation and install seed at a rate equivalent to one (1) pound per one thousand (1,000) square feet. The area shall then be re-rake parallel to the concrete installation to till the seed. Raking depth shall not exceed one half (1/2) inch. The area shall be carefully watered, insuring the seed has not been flushed from the surface or puddled in an area. The Contractor shall notify the property owner in writing of the nature of the work that has taken place, that the seed has been watered once, and provide the manufacturers’ recommendations for the watering schedule. The notice to the owner shall include, at a minimum, the following: “The seeded area shall be maintained in a moist condition during the germination period. The seed shall be watered a minimum of two (2) times per day or as needed to keep the area moist for a duration of approximately two (2) weeks. Windy or hot conditions may require additional watering and may extend the watering period.” METHOD OF MEASUREMENT Subsection 212.07 shall be amended to include the following: Sod placement/replacement required due to the Contractor’s negligence shall follow the requirements of this section but shall not be measured and paid for under the terms of this contract. No measurement for payment shall be made for re-sodding lawn damaged by the Contractor adjacent to new concrete, when the grade of the existing lawn reasonably matches the grade of the new concrete. Re-sodding in this instance shall be considered incidental to the work being performed. BASIS OF PAYMENT Subsection 212.08 shall be amended to include the following: In areas where the Engineer directs new work or the reconstruction area requires grade adjustment, the placement of topsoil, sod, and sprinkler relocation will be provided by the City under separate contract. All labor, materials, tools, equipment, incidentals, water, and work involved in Seeding, Fertilizer and Sodding shall be considered incidental to the work being done and shall not be measured and paid for separately. END OF SECTION REVISION OF SECTION 304 AGGREGATE BASE COURSE Project Specifications - Page 23 of 50 Section 304 of the Standard Specifications is hereby revised as follows: DESCRIPTION Subsection 304.01 shall be amended to include the following: This work shall consist of furnishing and placing one or more courses of aggregate base, recycled concrete, and/or recycled asphalt on a prepared subgrade. MATERIALS Subsection 304.02 shall be amended to include the following: Aggregate Base Course shall meet the grading requirements for Class 5. Recycled concrete or recycled asphalt may be substituted for Aggregate Base Course as authorized by the Engineer. Recycled asphalt shall not be used as subgrade beneath concrete sidewalk, curb, and gutter. CONSTRUCTION REQUIREMENTS Subsection 304.04 shall be amended to include the following: The contractor shall be responsible for the protection of the subgrade/base course until subsequent courses have been placed. Load slips shall be consecutively numbered for each day and submitted daily to the Engineer. Borrow or Aggregate Base Course that is placed as a result of excavation of unsuitable subgrade shall be paid for at the unit price for Borrow under Revision of Section 203, Excavation and Embankment. METHOD OF MEASUREMENT Subsection 304.07 shall be amended to include the following: The accepted quantities for Aggregate Base Course, Recycled Concrete Base, and Recycled Asphalt Base shall be measured and paid for at the contract unit price by the ton at the proper moisture. Haul and water necessary to bring mixture to optimum moisture content including compaction efforts shall not be measured and paid for separately, but shall be included in the contract unit price. Aggregate Base Course, Recycled Concrete, and Recycled Asphalt used for incidentals such as form board reinforcement, storm water protection, temporary patching, or for other incidental items shall not be measured and paid for separately under this item. The Contractor and Engineer shall agree to the total tonnage and waste per day. Failure to protect open excavations, or any other use not directly related to the Work, shall not be measured or paid for separately but shall be included in the Work. REVISION OF SECTION 304 AGGREGATE BASE COURSE Project Specifications – Page 24 of 50 BASIS OF PAYMENT Subsection 304.08 shall be amended to include the following: Payment will be made under: Pay Item Unit 304.01 Aggregate Base Course/Recycled Concrete Base ≤ 5 Tons Ton 304.02 Aggregate Base Course/Recycled Concrete Base > 5 Tons Ton 304.03 Recycled Asphalt Base Ton The above prices and payments shall include full compensation for furnishing all labor, materials, tools, equipment, and incidentals and for doing all work involved in the placement of Aggregate Base Course, Recycled Concrete, and Recycled Asphalt, including haul and water, stockpiling, placing material, watering or drying soil, compaction, proof rolling, finish grading, complete-in-place, and disposal of unusable materials as shown on the plans, as specified in these specifications, and as directed by the City Representative. END OF SECTION REVISION OF SECTION 403 HOT MIX ASPHALT – TEMPORARY PATCHING Project Specifications - Page 25 of 50 Section 403 of the Standard Specifications is hereby revised as follows: DESCRIPTION Subsection 403.01 shall be amended to include the following: This work consists of the placement of hot mix asphalt as a temporary repair to provide vehicle or pedestrian access, until such time as the permanent repair can be made. CONSTRUCTION REQUIREMENTS Subsection 403.03 shall be amended to include the following: In all concrete repair locations, the Contractor shall remove no more than six (6) inches in width of asphalt pavement. The pavement areas shall be temporarily patched with Hot Mix Asphalt grading ‘S’, ‘SX’, or as approved by the Engineer. Temporary asphalt patching shall be placed at the typical depth of two (2”) inches. The depth of patching may be increased to a maximum depth of six (6”) inches as directed by the Engineer. Prior to installation of two (2) inches of temporary asphalt patching the Contractor shall use a bond breaking material (i.e., curing compound, form oil, etc), as approved by the Engineer. The bond breaking material shall be applied to the face of the new concrete adjacent to the temporary patch installation. Temporary asphalt depths greater than two (2) inches shall have a paper bond breaking material or other bond breaking method approved by the Engineer to mitigate damage to the new concrete during permanent patching. METHOD OF MEASUREMENT Subsection 403.04 shall be amended to include the following: The accepted quantities for Temporary Patching will be measured and paid for at the contract unit price per ton. Pavement cutting, excavation, subgrade preparation, haul, disposal, concrete bond breaking material, installation, and bituminous materials will not be measured or paid for separately, but shall be included in the contract price for Temporary Patching. BASIS OF PAYMENT Subsection 403.05 shall be amended to include the following: Payment will be made under: Pay Item Unit 403.01 Temporary Asphalt Patching Ton The above prices and payments shall include full compensation for furnishing all labor, materials, tools, equipment, and incidentals and for doing all the work involved in Temporary Patching, including pavement cutting, excavation, , haul, disposal, bond breaking material, surface preparation, and bituminous materials, complete-in-place, as shown on these plans, as specified in these specifications, and as directed by the City Representative. END OF SECTION REVISION OF SECTION 601 FINISHING HARDEND CONCRETE SURFACES Project Specifications - Page 26 of 50 Section 601 of the Standard Specification is hereby revised as follows DESCRIPTION Subsection 601.14 shall be amended to include the following: This work shall consist of preparing, rolling, spraying retarder, and exposing the concrete surface sand including all materials, labor, tools and incidentals to obtain an exposed sand finish. The unit cost shall include the additional work and materials only for exposing the sand finish and shall be paid in addition to the unit cost for the item installed (i.e., Flatwork 4”, Flatwork 6”, etc.). MATERIALS Concrete shall meet the requirements specified in Revision of Section 608 and 609 contained herein. Material deviations from Revision of Section 608 and 609 shall be submitted and approved by the Engineer. CHI 027 Surface Treatment or approved equivalent shall be applied to the concrete surface to create the texture. The City Representative shall specify the depth of penetration of the retarder. Slabs may be sealed in accordance with the manufacture’s recommendations. CONSTRUCTION REQUIREMENTS The Contractor shall have a minimum of five (5) years’ experience exposing the sand finish for cast-in-place concrete. The Contractor shall submit a list of prior installation locations for review and evaluation of the quality and installation expertise by the Engineer. The Contractor shall submit samples showing finish, color, and sealer including a color chart, product data, and equipment data. The slab thickness, jointing, reinforcement (if any), and expansion joint locations shall be approved by the Engineer. The Contractor shall place one (1) on-site test section determined by the Engineer to determine surface consistency. All concrete work shall be performed by a skilled Craftsman with a minimum of two (2) years’ experience in exposing the sand finish. A minimum of one qualified Craftsman is required at each finishing operation requiring exposed sand finish. The subgrade shall be prepared and forms installed as specified herein. After concrete placement, the Contractor shall screed the concrete to the finished grade. Exposed sand finish surfaces shall be tooled using a double drum roller tamp prior to floating. The roller shall provide uniformity during rolling including the surface areas in the corners of the slab. Deviations from this process must be approved 48 hours prior to scheduled placement of fresh concrete. The retarder shall be applied per the manufacturer’s recommendations using an approved sprayer to achieve a uniform and consistent application rate. Area(s) adjacent to the new installation shall be protected from damage as required. At the appropriate time, the concrete paste shall be washed from the surface with a power washer or other means as approved by the Engineer. The overall texture shall be free from texture deficiencies such as deep or shallow surface inconsistencies. Care shall be taken to contain the cement paste when washed from the concrete surface. Wattles or containment pits shall be required to ensure that no residue runs through the gutter or enters inlets. The method of containment shall be approved by the Engineer. The paste residue shall be removed from the site and properly disposed. After the initial curing period the surface of the slab may be sealed. REVISION OF SECTION 601 FINISHING HARDEND CONCRETE SURFACES Project Specifications – Page 27 of 50 METHOD OF MEASURMENT Subsection 601.09 shall be amended to include the following: Concrete placement shall be in accordance with Revision of Section 608 and 609. Concrete materials, placement, forming, subgrade preparation, including equipment, tools, and labor to install concrete shall not be included under “Exposed Sand Finish – Additional Charge” and shall be paid at the contract unit price for the corresponding type of installation (i.e., Flatwork 4”, Flatwork 6”, etc.) Exposed Sand Finish – Additional Charge shall be measured and paid by the square foot at the contract unit price for the accepted quantities and shall include labor, materials, and equipment for retarder application, tamp rolling, exposing the sand finish, storm water protection, and cleanup. Reinforcing steel shall be paid under Revision of Section 602 if required. BASIS OF PAYMENT Subsection 601.20 shall be amended to include the following: Payment will be made under: Pay Item Unit 601.01 Exposed Sand Finish – Additional Charge Square Foot The above prices and payments shall include full compensation for furnishing all labor, materials, tools, equipment, and incidentals and for doing all additional work involved in “Exposed Sand Finish – Additional Charge” as specified in these specifications, as shown on the plans, and as directed by the City Representative. END OF SECTION REVISION OF SECTION 604 INLETS AND CULVERTS Project Specifications - Page 28 of 50 Section 604 of the Standard Specifications is hereby revised as follows: DESCRIPTION Subsection 604.01 shall be amended to include the following: This work shall consist of the installation of new inlets and concrete sidewalk culverts and the reconstruction of inlet decks, metal sidewalk chases and concrete sidewalk chases in accordance with these specifications, and in reasonably close conformity with the lines and grades shown on the plans or established by the Engineer. CONSTRUCTION REQUIREMENTS Subsection 604.04 shall be amended to include the following: Care shall be taken during removals to salvage hardware material to the maximum extent feasible (i.e., frames, grates, adjustable bonnets, angle iron faces, steel rods, etc.). Salvable material shall be reinstalled in the structure or remain the property of the City of Fort Collins and shall be stockpiled by the Contractor at specified locations within the project limits. The Contractor shall safeguard salvable materials and shall be responsible for the expense of repairing or replacing damaged or missing material until it is re-incorporated into the work, or is loaded onto City equipment by the Contractor. When concrete is to be removed and replaced around an existing grate without disturbing the deck or basin, this shall not constitute “Reconstruct Inlet Deck”. These locations shall be measured and paid for separately under the items described in Revision of Sections 608 and 609. Expansion joint material shall be installed every 500' in long runs and between new structure and existing concrete slabs, where called for, and around fire hydrants, poles, inlets, sidewalk culverts, mid-block ramps, radius points at intersections, and other fixed objects (i.e. slabs or curbs). Expansion joint material shall be full depth, installed vertically, and in accordance with the CDOT M&S Standards for Concrete Pavement Joints, MS-412-1. The joint shall be edged with a suitable edging tool and sealed in accordance with CDOT Section 412.18, sealing joints. METHOD OF MEASUREMENT Subsection 604.06 shall be amended to include the following: When concrete is to be removed and replaced around an existing grate without disturbing the deck or basin, this shall not constitute Reconstruct Inlet Deck. These locations shall be measured and paid for separately under the items described in Revision of Sections 608 and 609, Crosspan. All reinforcing steel encountered during removal shall be replaced with new steel of the grade and size as shown on the detail or found herein and shall not be measured and paid separately. Installation of items designated as Install New shall include new hardware material (i.e., bonnet, frame, grate, etc.) including two, three and one half (3.5) foot transitions, measured from inside face of box, on each side, and reinforcing steel. Additional One Foot Depth items for each inlet structure shall be measured and paid by the lineal foot to the nearest one quarter (1/4) foot and shall include reinforcing steel. The typical inlet depth shall be three (3.0) feet, measured from proposed curb flow line to invert. Additional One Foot Opening items for each deck structure shall be measured and paid by the lineal foot, shall include reinforcing steel, and shall be paid in addition to “Reconstruct Deck” for the corresponding structure. REVISION OF SECTION 604 INLETS AND CULVERTS Project Specifications – Page 29 of 50 Items designated as Reconstruct and/or Remove & Replace shall be measured and paid under the corresponding structure per the corresponding unit for each type of structure and shall include the removal and reinstallation of the deck, including two, three and one half foot (3.5) transitions, measured from inside face of box, on each side. Existing hardware material (i.e., bonnet, frame, grate, angle iron, etc.) shall be salvaged and reincorporated into the reconstruction to the greatest extent possible. Inlets with openings greater than those defined on the detail shall be paid for as Reconstruct Inlet Deck Additional Foot Opening in addition to the Reconstruct Inlet Deck item corresponding to the type of structure. If the frame, grate, or angle iron hardware cannot be salvaged, the City may provide the replacement material for the type of structure. In the event the City cannot provide material for the Modified Type 13 Curb Inlets, the Contractor shall supply new material. This item shall include the frame, grate and adjustable curb bonnet (East Jordan Iron Works 7030 or Equivalent Material)and any associated hardware material, and shall be paid as Modified Type 13 Curb Inlet - Material Only. This item will be paid in addition to the Reconstruct Deck for the Type 13 Curb Inlet. Metal Sidewalk Culvert shall be measured and paid per each and shall include reinstallation of salvaged hardware material (i.e., frame, grate, etc.). The Contractor shall provide new brass or galvanized screws for the plate reinstallation. Metal Sidewalk Culvert shall be constructed per the standard details contained herein for Attached Vertical and Drive-Over Curb and Gutter (details D-10, D-11) with the following modifications: Concrete for the floor beneath the metal plate shall be three (3.0) feet wide centered beneath the plate. The subgrade beneath the concrete floor shall be compacted, firm, and non-yielding and have a transition slope length of one (1) foot beyond the floor on each side (see details D -10 and D-11, sections B-B) and shall be sloped to match the bottom of the grade for the adjacent or proposed concrete sidewalk. Expansion material shall be installed full depth and set vertically at the top of the subgrade slope on each side of the chase. The typical structure length, measured parallel with the sidewalk, shall be five (5) feet with fifteen (15) inches on each side from the edge of the plate to the expansion material. ‘Metal Sidewalk Culvert’ shall not include adjacent sidewalk beyond the five (5) feet structure dimension.” The installation of the plate shall be aligned flush with the back of the existing sidewalk and shall be offset from the vertical plane of the flow line by a minimum of three (3) inches. Dimension variances of existing plates and offset from the flow line shall be field fit to match existing conditions and shall be modified as directed by the Engineer. In no case shall the plate extend flush with the vertical plane of the flow line or be less than four (4) feet when measured perpendicular to the sidewalk. Hollywood style curb and gutter, an exception to standard installations, shall be installed as directed by the Engineer and measured and paid as agreed between Contractor and Engineer utilizing existing pricing to the maximum extent possible. Material Only items shall be paid per each only when existing material for the structure cannot be salvaged, does not meet criteria, cannot be provided by the City, or is requested by the Engineer. Material Only shall be paid in addition to the Reconstruct Modified Type 13 Curb Inlet Deck or Reconstruct Metal Sidewalk Culvert items. Concrete Sidewalk Culvert shall be measured and paid per each and shall include removal and reconstruction per the standard detail contained herein (D-12) with the following modifications: The #5 bars shown in Detail D-12, section C-C, shall be extended to the end of the transitions on both sides of the culvert and shall have three (3) inches of clearance from the expansion material installed at each end of the culvert. Expansion material shall be full depth and set vertically on each side of the culvert. REVISION OF SECTION 604 INLETS AND CULVERTS Project Specifications – Page 30 of 50 When only the throat (gutter area only, excluding the hood/deck) of an Inlet, Sidewalk Chase, or Concrete Sidewalk Culvert is marked for repair, the installation shall be measured and paid by the square foot under Revision of Section 608 and 609, Crosspan 8 – Remove & Replace. Asphalt removal related to items designated in Revision of Section 604 and Revision of Section 608 & 609 shall be considered a subsidiary obligation of the Contractor’s work, and shall not be measured and paid for separately. Asphalt Pavement Preservation is encouraged at all locations possible and shall be measured and paid by the lineal foot under “Asphalt Pavement Preservation (see Revision of Section 608 and 609). Erosion control measures used during sawcutting are considered incidental to all sawcutting operations and shall not be paid for separately. The thickness of the expansion material shall be one half (1/2) inch or three quarter (3/4) inch as directed by the Engineer. Expansion and caulking shall be measured and paid as Expansion and Caulking by the lineal foot under Revision of Section 608 and 609. Concrete washout/truck washout shall be considered incidental to the work and shall not be paid for separately. No measurement and payment shall be made for the sawcutting related to the items contained in this section. BASIS OF PAYMENT Subsection 604.07 shall be amended to include the following: Payment will be made under: Pay Item Unit 604.01 Install New Area Inlet Each 604.02 Area Inlet – Additional Foot Depth Lineal Foot 604.03 Reconstruct Area Inlet Deck – Remove & Replace Each 604.04 Reconstruct Area Inlet Deck - Additional Foot Opening – Remove & Replace Lineal Foot 604.05 Reconstruct Catch Basin Deck – Remove & Replace Each 604.06 Reconstruct Catch Basin Deck – Additional Foot Opening - Remove & Replace Lineal Foot 604.07 Install New Curb Inlet – 4’ Opening Each 604.08 Curb Inlet – 4’ Opening – Additional Foot Depth Lineal Foot 604.09 Reconstruct Curb Inlet Deck – Remove & Replace Each 604.10 Reconstruct Curb Inlet Deck – Additional Foot Opening – Remove & Replace Lineal Foot 604.11 Install New Type R Inlet – 5’ Opening Each 604.12 Type R Inlet – 5’ Opening - Additional Foot Depth Lineal Foot REVISION OF SECTION 604 INLETS AND CULVERTS Project Specifications – Page 31 of 50 604.13 Reconstruct Type R Inlet Deck – Remove & Replace Each 604.14 Reconstruct Type R Inlet Deck- Additional Foot Opening – Remove & Replace Lineal Foot 604.15 Install New Modified Type 13 Curb Inlet (includes new Frame, Grate, and Adjustable Bonnet) Each 604.16 Modified Type 13 Curb Inlet - Additional Foot Depth Lineal Foot 604.17 Reconstruct Modified Type 13 Curb Inlet Deck – Remove & Replace Each 604.18 Reconstruct Modified Type 13 Curb Inlet Deck - Additional Foot Opening – Remove & Replace Lineal Foot 604.19 Modified Type 13 Curb Inlet – Material Only (Frame, grate and adjustable Curb Bonnet - East Jordan Iron Works 7030 or equivalent) Each 604.20 Concrete Sidewalk Culvert – 4’ Opening – Remove & Replace Each 604.21 Metal Sidewalk Culvert – 2’ Opening – Remove & Replace Each 604.22 Metal Sidewalk Culvert – 2’ Opening – Material Only Each 604.23 Additional Square Foot 5/8” Plate Square Foot The above prices and payments shall include full compensation for furnishing all labor, materials, tools, equipment, and incidentals and for doing all work involved in Inlets and Culverts, including demolition, disposal, reinforcement and replacement, complete-in-place, as specified in these specifications, as shown on the plans, and as directed by the City Representative. END OF SECTION REVISION OF SECTION 608 AND 609 SIDEWALKS, CURB & GUTTER, DRIVE APPROACHES, APRONS,CROSSPANS, PEDESTRIAN ACCESS RAMPS, AND CONCRETE PAVEMENT Project Specifications - Page 32 of 50 Sections 608 and 609 of the Standard Specifications are to be deleted and replaced with the latest revision of the Larimer County Urban Area Street Standards, except as noted herein: DESCRIPTION This work consists of the construction of concrete sidewalks, curb and gutter, drive approaches, aprons, crosspans, pedestrian access ramps, and concrete pavement in accordance with these specifications and in conformity with the lines and grades shown on the plans and as directed by the Engineer, except as noted herein. MATERIALS The mix designs for all types of concrete to be utilized shall be determined by the Contractor, submitted to the Engineer two weeks prior to the beginning of construction, and approved a minimum of one week prior to the beginning of construction. Cement used shall conform to the Standard Specification for Portland Cement, ASTM C 150-85, AASHTO M85, Type I, Type I/II, or Type III. The air content shall be four (4) percent to seven (7) percent. High Early concrete shall be used for all concrete repair locations. High Early concrete shall have a specified compressive strength of 4000 psi and a minimum 48 hour compressive strength of 3000 psi. The concrete shall have a maximum water/cement ratio of 0.45. The type of concrete placed at a particular location may be modified by the Engineer but shall not have less than the minimum required compressive strength specified herein and shall be approved by the Engineer. See also Section 10.5.2, ‘Rigid Pavement Design’, and Section 22.5.6 ‘Portland Cement Concrete Pavement’ in the Larimer County Urban Area Street Standards.Water Reducing Agents shall conform to ASTM C 494-82. Accelerating Agents shall conform to ASTM C 494-82. Calcium Chloride shall not be utilized as an accelerating agent. Curing materials shall be white pigmented liquid linseed oil based or paraffin based curing compound, and shall conform to ASTM Specification C 309-81 Type II, Class B. The application rate for curing compound shall be 150 sq. ft./gal. The curing compound shall be applied immediately upon completion of the finishing in a uniform pattern resulting in complete coverage of the area. Curing compound shall also be sprayed on the concrete surfaces after removal of the forms (back of curb and toe face of gutter). The Contractor shall furnish a load slip containing the information required by AASHTO M157, Section 13, Subsection 13.1 and 13.2, with each batch of concrete. In addition, the type of concrete (mix code) shall be shown on each load slip and a copy of the batch weights shall accompany each concrete ticket. Concrete delivered without a load slip containing complete information as specified shall be subject to rejection. CONSTRUCTION REQUIREMENTS Remove and Haul Driveway Fillets shall be defined as concrete or asphalt installed in the flow line of the gutter and shall be paid per each. Care shall be taken during removal of fillets to protect the existing concrete sidewalk and gutter from damage. Any damage to the existing concrete shall be repaired or replaced at the Contractors expense. Monolithic hybrids of curb, gutter, sidewalk and highback vertical curb and gutter will be replaced using the same configuration as it was originally installed, unless a flaw in its engineering should become apparent. In these cases the design may be modified by the Engineer. REVISION OF SECTIONS 608 AND 609 SIDEWALKS, CURB & GUTTER, DRIVE APPROACHES, APRONS, CROSSPANS, HANDICAPPED ACCESS RAMPS, AND CONCRETE PAVEMENT Project Specifications – Page 33 of 50 All newly installed concrete shall be date stamp by the Contractor. If more than one concrete section is installed, only one stamp per installation shall be required. The stamp shall include the Contractors name and the year of installation. The concrete shall be stamped at the appropriate curing time so the Contractors name and year of installation is clearly legible. Typically the stamp shall be installed at the back edge of the sidewalk on the right hand side when viewing the installation from the street or as directed by the Engineer. The finished exposed surface and edging of the concrete shall have a broomed finish. Smooth surfaces around the perimeter of the adjoining concrete shall not be matched unless directed by the Engineer. Expansion joint material shall be installed every 500' in long runs and between new structure slabs and existing concrete slabs, where called for and around fire hydrants, poles, inlets, sidewalk underdrains, mid-block ramps, radius points at intersections, and other fixed objects ( i.e. ends of sidewalk slabs and curbs). Expansion joint material shall be set vertical, full depth, and installed in accordance with the CDOT M&S Standards for Concrete Pavement Joints. The joint shall be edged with a suitable edging tool and sealed in accordance with CDOT Section 412.18 The maximum spacing for transverse joints in crosspans and concrete pavement shall be ten (10) feet or as directed by the Engineer. All concrete control joints shall be tooled to one quarter (1/4) of the concrete thickness or as directed by the Engineer. All construction joints for crosspans and/or aprons adjacent to new or existing concrete shall be constructed in accordance with the detail for "Concrete Construction Joints" contained herein. This item shall not be measured or paid for separately under the terms of this contract. Forms shall be installed at the full depth of the concrete placement. The Contractor shall be responsible for the protection of the subgrade/base course until the concrete is placed. The Contractor shall protect the concrete against moisture loss, rapid temperature change, rain, flowing water, mechanical injury, pedestrian and vehicular traffic, and Contractor's equipment for a minimum of 36 hours after the placement of curing compound for 48 hour high early concrete. Asphalt patching against fresh concrete shall not be permitted during the time frames for protection of the concrete. The Contractor shall not sprinkle water on the surface of the newly placed concrete to assist with finishing. The use of a finishing aide may be approved on a limited case by case basis only when the material to be used has been submitted to the Engineer for approval prior to use in the field. Concrete blankets shall be used when the temperature is expected to fall to 32ºF or below within 36 hours after placement and shall remain in place for a minimum period of 36 hours for 48 hour high early concrete. This item shall not be measured or paid for separately under the terms of the contract. The debris immediately adjacent to a concrete repair location shall be completely cleaned up on the work day following the placement of the concrete. If required, the concrete shall be protected as stated above. Any damage caused during the cleanup process shall be the Contractor's responsibility. In locations where concrete pavement is replaced, the new pavement shall have a minimum thickness of eight (8) inches or a thickness of 1" thicker than the existing adjacent pavement slab as directed by the Engineer. Existing pavement shall be saw cut to obtain a straight and neat edge for paving and shall be deep enough to cut through the entire pavement thickness. The subgrade plane shall not vary more than one half (1/2) inch in ten (10) feet. The top of the new pavement shall be even with the existing concrete pavement. The concrete shall be consolidated with a mechanical vibrator. All construction joints shall be doweled except for expansion joints and joints along existing curb and gutter. REVISION OF SECTIONS 608 AND 609 SIDEWALKS, CURB & GUTTER, DRIVE APPROACHES, APRONS, CROSSPANS, HANDICAPPED ACCESS RAMPS, AND CONCRETE PAVEMENT Project Specifications – Page 34 of 50 All concrete pavement joints shall be sealed with an asphalt filler compound, or approved equal, in accordance with the detail for Concrete Pavement Joints contained herein or as directed by the Engineer. The cost for joint sealing shall be included in the contract unit price for Concrete Pavement 8” (Joints Sealed). The top of the new pavement shall be even with the existing concrete pavement and the concrete placement shall be consolidated with a mechanical vibrator. All construction joints shall be doweled except for expansion joints and joints along existing curb and gutter, and contraction joints, in accordance with the detail for Concrete Pavement Joints contained herein. In addition, dowels shall be 16” smooth epoxy coated #5 bars. The drilled holes shall be eight (8) inches deep and spaced at twelve (12) inches on center. The holes may be drilled so the rebar fits snuggly or installed using a concrete adhesive. Dowel bars for adjacent panels shall be coated entirely with a bond breaking material, approved by the Engineer. Restoration of landscape shall be in accordance with Revision of Section 107 – Safety and Protection and Restoration of Property and Landscape found herein. The time frame for restoration shall be within two (2) working days from the time the concrete was placed for backfill with topsoil, and by no later than the end of the first working day of the following week for sod replacement. Concrete Bollards shall be constructed of steel pipe of the specified diameter, placed thirty six (36) inches deep into firm soil, and filled with concrete. The top of the bollard shall be finished with a smooth, domed top. The height above ground shall not exceed fifty four (54) inches. All materials, concrete, pipe, drilling, and compaction will not be measured or paid for separately, but shall be included in the cost of the related bollard item. Flagstone sidewalk, brick pavers and trolley roadbed bricks shall be salvaged to the maximum extent feasible. All flagstones, pavers, and bricks shall become the property of the City of Fort Collins. Flagstones shall be hauled by the Contractor and delivered to the City’s site located at 1500 Hoffman Mill Road. Loading, unloading, and hauling shall not be measured and paid for separately but shall be included in the removal item. In areas where the Engineer directs the re-setting of flagstone, the existing flagstone shall be salvaged and reset on a compacted base. The elevation of the flagstone shall match as closely as possible the surface treatment of the surrounding area. Concrete washout/truck washout areas shall be contained in such a manner that no visual evidence of cement or aggregate spoils remain on the site. In addition, direct washout to curb and gutter flow lines or inlet structures is prohibited. Washout may be accomplished by use of an identified off-site location or a designated spoil/base pile (see Section 208, Erosion Control and Inlet Protection), and shall include the placement of a Stormwater Protection Device on the downstream side of the washout area. Methods shall be submitted and approved by the Engineer. METHOD OF MEASUREMENT Sawcutting related to the items in this section shall be considered a subsidiary obligation of the Contractor, and shall not be measured or paid for separately. Erosion control measures used during sawcutting shall be considered incidental and shall not be measured or paid for separately. Asphalt removal related to items designated in Revision of Section 604 and Revision of Section 608 & 609 shall be considered a subsidiary obligation of the Contractor’s work, and shall not be measured and paid for separately. Joint sealing of concrete pavement shall not be measured and paid for separately, but shall be considered incidental to the concrete pavement item. Additional sealing of undisturbed pavement may be required, and shall be paid for under Joint Sealing Pavement. REVISION OF SECTIONS 608 AND 609 SIDEWALKS, CURB & GUTTER, DRIVE APPROACHES, APRONS, CROSSPANS, HANDICAPPED ACCESS RAMPS, AND CONCRETE PAVEMENT Project Specifications – Page 35 of 50 Expansion shall be measured and paid by the lineal foot. The thickness shall be one half (1/2) inch or three quarter (3/4) inch minimum, depending on the installation location, and be installed every 500' in long runs and between new structure slabs, existing concrete slabs, and around fire hydrants, poles, inlets, sidewalk under- drains, mid-block ramps, radius points at intersections, and other fixed objects (i.e. ends of sidewalk slabs and curbs), as directed by the Engineer. Expansion joint material shall be full depth, set vertically, and installed in accordance with the CDOT M&S Standards for Concrete Pavement Joints. The joint shall be edged with a suitable edging tool and sealed in accordance with CDOT Section 412.18. Pedestrian Access Ramp shall be measured by the square foot and shall include the area between the back of the curb and both points of curvature, if on the radius, or the top of transition if mid-block. Pedestrian Access Ramp – Highback Curb shall be measured by the square foot. The length shall be measured from the back of the curb to the top of the transition at the back of the ramp, and the width shall be measured at the midpoint. Truncated Dome Panels shall be paid by the square foot, placed in all pedestrian access ramp repair locations, and shall be paid in addition to the Pedestrian Access Ramp or Pedestrian Access Ramp Highback Curb items. This item shall include all labor, materials, and surface preparation to supply and place the panels at pedestrian access ramps. Truncated dome panels shall be cast iron, and shall meet all American with Disabilities Act (ADA) requirements. The type of truncated dome panels to be used shall be submitted to the Engineer for approval prior to installation. Dome panels shall be placed at the same time as the initial ramp placement. There shall be no voids beneath the bottom of the dome panels and the concrete. Apron 8” shall be paid by the square foot and when installed on a radius shall include the area from the back of the curb to the apron legs and from point of curvature to point of curvature. Apron area shall be calculated as follows: ((A*C)-(π(A-B)(C-D)/4)) A C B D REVISION OF SECTIONS 608 AND 609 SIDEWALKS, CURB & GUTTER, DRIVE APPROACHES, APRONS, CROSSPANS, HANDICAPPED ACCESS RAMPS, AND CONCRETE PAVEMENT Project Specifications – Page 36 of 50 Barrier Curb 6” X 18” shall be paid by the lineal foot and shall be modified from drawing 703 as follows: Two #4 deformed bars shall be doweled horizontally into the adjacent curb. #4 bars shall run continuously and be installed at four (4) inches on center, measured from the top of the curb. Curb reveal shall typically be six (6) inches measured from top of curb or as directed by the Engineer. Alley Approach shall be measured by the square foot and shall include four (4) feet behind the back of the curb and shall be measured from the lip of the gutter (if the gutter has been removed) to the back of the sidewalk and the width shall be measured at the midpoint. Items designated as Additional Charge shall be measured and paid by the item unit for the accepted quantities and shall include only the added cost for the item. Additional Charge items shall be paid in addition to the corresponding item installed (i.e., Flatwork 6”, Vertical Curb and Gutter, Splashblock 4”, etc.) Dump Fee shall only be paid for concrete removals that contain welded wire fabric and steel that will not be accepted at the City’s site located at 1500 Hoffman Mill Rd. Irrigation Sleeve shall be three (3) inch diameter, schedule 40 PVC and shall be measured and paid by the lineal foot complete-in-place including material, excavation, backfill, haul, and disposal. Installation shall be to a minimum depth of four (4) inches below finished subgrade. A survey stake shall be installed at the ends of each sleeve, marked “Irrigation Sleeve”, and painted blue. The stake shall be installed at a height that will not create a pedestrian or maintenance hazard as approved by the Engineer Asphalt Pavement Preservation shall be measured and paid by the lineal foot. The Engineer shall assess the asphalt condition and determine the required removal. This item shall only be paid when the concrete removal can be accomplished without damage to the existing asphalt along the concrete toe. This item is provided as incentive to preserve the existing asphalt and provide compensation for additional costs that may be associated with the removal and restoration of the location. Erosion control measures used during sawcutting are considered incidental to all sawcutting operations and shall not be paid for separately. Concrete washout/truck washout shall be considered incidental to the work and shall not be paid for separately. BASIS OF PAYMENT Payment will be made under: Pay Item Unit 608.01 Driveover Curb, Gutter and 6" Sidewalk Lineal Foot 608.02 Driveover Curb and Gutter - No Sidewalk Lineal Foot 608.03 Vertical Curb, Gutter and 6" Sidewalk Lineal Foot 608.04 Vertical Curb and Gutter - No Sidewalk Lineal Foot 608.05 Out Fall Curb and Gutter Lineal Foot 608.06 Hollywood Curb, Gutter and 6” Sidewalk Lineal Foot 608.07 Hollywood Curb and Gutter - No Sidewalk Lineal Foot REVISION OF SECTIONS 608 AND 609 SIDEWALKS, CURB & GUTTER, DRIVE APPROACHES, APRONS, CROSSPANS, HANDICAPPED ACCESS RAMPS, AND CONCRETE PAVEMENT Project Specifications – Page 37 of 50 608.08 Highback Curb and Gutter - No Sidewalk Lineal Foot 608.09 Barrier Curb – 6” x 18” Lineal Foot 608.10 Barrier Curb – Key Way Style Lineal Foot 608.11 Barrier Curb – Epoxy Lineal Foot 608.12 Mountable Curb – 12” x 18” Lineal Foot 608.13 Mountable Curb – Key Way Style Lineal Foot 608.14 Mountable Curb – Epoxy Lineal Foot 608.15 Pedestrian Access Ramp Square Foot 608.16 Pedestrian Access Ramp, Highback Curb Square Foot 608.17 Truncated Dome Panel Square Foot 608.18 Apron - 8” Square Foot 608.19 Crosspan – 8” Square Foot 608.20 Valley Pan – 6” Square Foot 608.21 Flatwork - 4" Square Foot 608.22 Flatwork - 6" Square Foot 608.23 Replace Flatwork - 1" Additional Depth Square Foot 608.24 Concrete Pavement - 8” (Joints Sealed) Square Foot 608.25 Alley Approach - 8” Square Foot 608.26 Enhanced Crosswalk – 10” Tile Red Square Foot 608.27 Enhanced Crosswalk – 10” San Diego Buff Square Foot 608.28 Enhanced Crosswalk – 10” Brick Red, Stamped Square Foot 608.29 Colored Trail with Fibermesh – 5” Yosemite Brown Square Foot 608.30 Mow Strip – 4” x 12” Lineal Foot 608.31 Splashblock – 4” Exposed Aggregate Square Foot 608.32 Splashblock – 4” San Diego Buff Square Foot 608.33 Media Cover – 4” San Diego Buff Square Foot 608.34 Fibermesh – Added to Any Item - Additional Charge Pounds/Cubic Yard 608.35 24 Hour High Early Concrete Added to Any Item - Additional Charge Cubic Yard REVISION OF SECTIONS 608 AND 609 SIDEWALKS, CURB & GUTTER, DRIVE APPROACHES, APRONS, CROSSPANS, HANDICAPPED ACCESS RAMPS, AND CONCRETE PAVEMENT Project Specifications – Page 38 of 50 608.36 Stamp Pattern – Added to Any Item - Additional Charge Square Foot 608.37 6” Concrete Bollard Each 608.38 8” Concrete Bollard Each 608.39 Flowable Fill Cubic Yard 608.40 Non-reinforced Concrete Wall – 8” Square Face Foot 608.41 Non-reinforced Concrete Footer – 8” Square Foot 608.42 Concrete Staining/Sealing Square Foot 608.43 Expansion Material Lineal Foot 608.44 Joint Sealant (Pavement) Lineal Foot 608.45 Irrigation Sleeve Lineal Foot 608.46 Dump Fee Ton 608.47 Asphalt Pavement Preservation Lineal Foot The above prices and payments shall include full compensation for furnishing all labor, materials, tools, equipment, and incidentals, and for doing all the work involved in Sidewalks, Curb & Gutter, Drive Approaches, Aprons, Crosspans, Handicapped Access Ramps, and Concrete Pavement, complete-in-place, including removal, sawcutting, haul and disposal, as shown on the plans, as specified in these specifications, and as directed by the City Representative. END OF SECTION REVISION OF SECTION 626 MOBILIZATION Project Specifications – Page 39 of 50 DESCRIPTION Subsection 626.01 shall be amended to include the following: This work consists of the mobilization of personnel, equipment and supplies at the project site in preparation for work on the project in the event the total invoice, excluding traffic control, does not exceed $500. METHOD OF PAYMENT Mobilization shall be considered a subsidiary obligation of the contractor and will not be measured and paid for separately except where the total cost of the concrete repairs, excluding traffic control, does not exceed $500. BASIS OF PAYMENT Subsection 626.02 shall be amended to include the following: Pay Item Unit 626.01 Mobilization – Invoices Under $500 Lump Sum END OF SECTION REVISION OF SECTION 630 TRAFFIC CONTROL DEVICES Project Specifications - Page 40 of 51 Section 630 of the Standard Specifications is hereby revised as follows: DESCRIPTION Subsection 630.01 shall be amended to include the following: This work shall consist of furnishing, installing, moving, maintaining and removing temporary construction traffic control devices, including but not limited to signs, advance warning arrows panels, variable message boards, barricades, channelizing devices, and delineators as required by the latest revision of the City of Fort Collins “Work Area Traffic Control Handbook,” "Manual on Uniform Traffic Control Devices for Streets and Highways" (MUTCD), the current Larimer County Urban Area Street Standards (LCUASS), and the Colorado Department of Transportation Road and Bridge Standard Specifications. In the event of a conflict between the MUTCD criteria and the City's criteria, the City of Fort Collins criteria shall govern. MATERIALS Subsection 630.02 shall be amended to include the following: All traffic control devices shall meet or exceed the required minimum standards set forth in the City of Fort Collins Work Area Traffic Control Handbook and the MUTCD. Traffic control devices shall be clean and in good operating condition when delivered and shall be maintained on a daily basis. All traffic control devices shall be clearly marked and free of crossed out information or any other form of defacement that detracts from the purpose for which they are intended (i.e. crossed out information, information written in long-hand, etc.) Sign blanks with sign faces on both sides must have the back sign face covered when in use to avoid confusion to motorists and bicyclists traveling in the opposite direction and residents potentially affected by information the sign may present. CONSTRUCTION REQUIREMENTS Subsection 630.10 shall be amended to include the following: CONTRACTOR RESPONSIBILITY The Contractor shall be responsible for ensuring safe passage through the work zone for vehicles, pedestrians, and bicycles. The City of Fort Collins shall not be responsible for any loss or damage to equipment due to theft or vandalism or for any damages to public or private property caused by the Contractor’s construction activities. Private or public property which is damaged by the Contractors’ installation, equipment, or employees will be the sole responsibility of the Contractor. The Contractor may be required to use Variable Message Boards to advise road users about upcoming work on arterial and collector streets as required by Traffic Operations through the approved traffic control plan. When required, the Engineer will issue direction for the number of boards, general locations for placement, and message verbiage. The typical quantity of Variable Message Boards shall be: Six (6) on Arterial streets, four (4) on Collector streets, none on Residential streets, but may be modified as directed by the Engineer. Variable Message Boards shall be placed a minimum of 5 working days prior to the project start date. If full closures on Arterial and Collector streets are authorized, Variable Message Boards shall remain in place until completion of the project. Lane closures on Arterial and Collector streets shall require message boards to remain in place for two days after starting work. Fully automated Variable Message Boards shall be installed and operate continuously during the afore mentioned durations on Arterial and Collector streets. REVISION OF SECTION 630 CONSTRUCTION ZONE TRAFFIC CONTROL Project Specifications – Page 41 of 50 Two-way traffic shall be maintained at all times unless approved by the Engineer. Lane width shall be maintained at a minimum of ten (10) feet between traffic control devices. The Contractor will provide 24 hour minimum notice to the City of Fort Collins Traffic Department when project operations will be near a signalized intersection. TRAFFIC CONTROL PLAN - GENERAL Hand drawn plans shall NOT be accepted. Notification of residents and businesses shall be the responsibility of the Contractor, Contractor Representative, Traffic Control Supervisor or the Traffic Control Supervisor Representative and shall consist of distributing letters indicating the nature of the work to be completed, any special instructions to the residents (i.e. limits on lawn watering during concrete placement, etc.), dates and times of the work, and parking and access restrictions that will apply. Sample notifications shall be submitted to the Engineer for review prior to starting the project. Notification letters or door hangers shall include a local phone number which residents with questions may use to contact the Contractor. Only approved notifications shall be distributed a minimum of 48 hours prior to the commencement of each phase of the Work. Traffic Control Plans shall be submitted for approval prior to commencement of all work. Traffic control conditions vary significantly in the field and the Contractor is responsible for submitting traffic control plans for each work location. Minimum traffic control requirements for Arterial, Collector, and Residential streets are contained herein. Plans shall be specific to the project area showing street names, existing signing and striping conditions at intersections and the location for proposed devices. Devices temporarily not in use shall be removed from the area. Moving shall include devices removed from the project and later returned to use. Devices may be temporarily placed and/or stored in the City right-of-way in such a manner that minimizes the hazards to pedestrians, bicyclists, and vehicles, as approved by the Engineer. Traffic control devices shall be removed from the site immediately upon completion of the work for any street(s). In the event there is a safety issue, the Engineer may issue a “Stop Work Order” until the issue(s) is corrected. The Contractor shall not be entitled to any additional compensation for delays associated with the “Stop Work Order”. Approved traffic control plans shall be available on site at all times for review and inspection. See Revision of Section 104. TRAFFIC CONTROL PLAN - PROJECT Traffic control plans shall be submitted for all work locations prior to commencement of any work. Plans shall be submitted along with the City of Fort Collins Traffic Approval Forms. Traffic control plans shall be prepared by a Traffic Control Supervisor certified by the American Traffic Safety Services Association (ATSSA) or a Worksite Traffic Control Supervisor certified by the Colorado Contractor's Association (CCA). Hand drawn plans shall NOT be accepted. Typical Traffic Control Plans for work within the right-of-way shall be submitted for approval to the Engineer as follows: Typical submittals for scheduled residential work shall be submitted by 8:00 a.m. two (2) working days prior to commencement of the work. Typical submittals for residential work scheduled on Monday and Tuesday shall be submitted the previous Thursday by 8:00 a.m. Submittals for full closures on residential streets shall be submitted five (5) working days prior to the commencement of work. REVISION OF SECTION 630 CONSTRUCTION ZONE TRAFFIC CONTROL Project Specifications – Page 42 of 50 Submittals for full closures on Arterial and Collector streets shall be submitted ten (10) working days prior to the commencement of work. All plans shall be delivered to the Engineer. Facsimiles of plans shall not be accepted. No phase of the construction shall start until the Traffic Control Plan has been approved. Failure to have an approved Traffic Control Plan shall constitute cause for the City to stop work. See Revision of Sections 104 and 105. A Traffic Control Plan shall be submitted for each Arterial and each Collector street scheduled for work. Each residential area shall have one typical Traffic Control Plan submitted for the area. When changes to the Area Traffic Control Plan(s) are required, a re-submittal for the area shall be provided for approval. For required closures in a residential (i.e., closure for a crosspan repair) a separate submittal from the Area Traffic Control Plan shall be provided. The Traffic Control Plan shall include, as a minimum, the following: 1. A traffic control Approval Form submittal with each traffic control plan. The Approval Form shall be legibly written and filled out completely. 2. A detailed diagram which shows the location of all sign placements, including advance construction signs (if not previously approved) and speed limit signs; method, length and time duration for lane closures, and location of flag persons. 3. A tabulation of all traffic control devices shown on the detailed diagram including, but not limited to: construction signs; vertical panels; vertical panels with lights; Type I, Type II, and Type III barricades; cones; drum channelizing devices; advance warning flashing or sequencing arrow panels. Certain traffic control devices may be used for more than one operation or phase. However, all devices required for any particular phase must be detailed and tabulated for each phase. 4. Number of flaggers to be used and flagger locations. Flagger locations shall be located where approaching motorists, bicyclists, and pedestrians have sufficient distance to safely stop at the specified point. 5. Parking and access restrictions to be in effect. 6. Detailed pedestrian and bicycle movement. 7. All applicable notes (i.e., sign spacing, taper length and posted speed limit, pedestrian routes, etc.) Approval of the proposed method of handling traffic does not relieve the Contractor of liability specifically assigned under this contract. REVISION OF SECTION 630 CONSTRUCTION ZONE TRAFFIC CONTROL Project Specifications – Page 43 of 50 FIGURE 630-1 TYPICAL ARTERIAL TRAFFIC CONTROL PLAN ARTERIAL STREETS - Shall include Flagging personnel required for the road classification, control of cross traffic, and as required for the Contractor’s daily work activities in addition to the minimum signage required by the specifications. Flagging shall be paid separately. Approved Variable Message Boards shall be required for Arterial streets, shall be shown on the drawing, and shall be paid for separately. Additional (to the standard requirement), Advance Warning Arrow Boards may be requested by the Engineer and shall be shown on the plans and paid for separately. REVISION OF SECTION 630 CONSTRUCTION ZONE TRAFFIC CONTROL Project Specifications – Page 44 of 50 FIGURE 630-2 TYPICAL COLLECTOR TRAFFIC CONTROL PLAN COLLECTOR STREETS - Shall include Flagging personnel required for the road classification, control of cross traffic, and as required for the Contractor’s daily work activities in addition to the minimum signage required by the specifications. Flagging shall be paid separately. Approved Variable Message Boards may be required for Collector streets and shall be shown on the plans and paid for separately. Additional (to the standard requirement), Advance Warning Arrow Boards may be requested by the Engineer and shall be paid for separately. REVISION OF SECTION 630 CONSTRUCTION ZONE TRAFFIC CONTROL Project Specifications – Page 45 of 50 FIGURE 630-3 TYPICAL RESIDENTIAL TRAFFIC CONTROL PLAN RESIDENTIAL STREETS - Shall include Flagging personnel required for the road classification, control of cross traffic, and as required for the Contractor’s daily work activities in addition to the minimum signage required by the specifications. Flagging shall be paid separately. Variable Message Boards are typically not required for residential streets. Subsection 630.11 shall be amended to include the following: TRAFFIC CONTROL MANAGEMENT Subsection 630.11 shall be amended to include the following: The Contractor shall designate an individual, other than the Superintendent, to be the Traffic Control Supervisor. Traffic Control Management shall be performed by a Traffic Control Supervisor (TCS). The TCS(s) shall possess a current American Traffic Safety Services Association (ATSSA) certification as a Worksite Traffic Control Supervisor or a current Colorado Contractor's Association (CCA) certification as a Traffic Control Supervisor. Proof of certification for all personnel assigned to the project(s) shall be provided to the City Traffic Department and the Engineer. REVISION OF SECTION 630 CONSTRUCTION ZONE TRAFFIC CONTROL Project Specifications – Page 46 of 50 The Traffic Control Supervisor shall have approved traffic control plans for the work site and current copies of the City of Fort Collins' "Work Area Traffic Control Handbook", and Part VI of the MUTCD, pertaining to traffic control for street and highway construction, available on site at all times. The TCS shall have a minimum of one year experience as a certified TCS. Qualifications shall be submitted to the Engineer for approval a minimum of five (5) working days prior to commencement of the work. The TCS may be required to be on site at all times during construction. Requirements shall be discussed with the Engineer. It is the intent of the specifications that the TCS be the same throughout the year. The TCS shall be equipped with a cellular phone. Traffic Control Management shall be maintained on a 24 hour per day basis. The Contractor shall make arrangements so that the Traffic Control Supervisor or their approved representative will be available on every working day, “on call” at all times, and available upon request of the Engineer during non-working hours. A 24 hour telephone number shall be provided to the Engineer. Outside of construction hours, the response time from the Engineers’ contact shall be 30 minutes or less and correction of the issue(s) shall be one (1) hour or less. If, in the opinion of the Engineer, any traffic control individual does not perform their duties at or to the minimum industry standard, the Contractor will be required to replace that individual. TCS duties shall include, but are not limited to: 1. Supervise and direct project flaggers. 2. Prepare, revise, and submit Traffic Control Plans as required. 3. Coordinate all traffic control related operations, including those of the Subcontractor and supplier. 4. Coordinate project activities with appropriate police and fire control agencies, Transfort, school districts and other affected agencies and parties prior to construction. 5. Notify residents and businesses at least 48 hours prior to construction. a. Notifications may be accomplished by a representative of the TCS such as a flagger and shall be hand typed and hand delivered to all businesses and residents. 6. Inspect traffic control devices on a calendar day basis for the duration of the project to ensure devices are functioning properly and are clean and legible. 7. Oversee all requirements covered by the plans and specifications which contribute to the convenience, safety, and orderly movement of traffic. 8. Breaking flaggers for short periods of no more than fifteen (15) minutes over a sixty (60) minute period. 9. Set up and removal of traffic control device. 10. Maintain a project traffic control diary which shall become part of the City's project records. This diary/log shall be submitted to the Engineer daily and shall include the following information as a minimum a. Date. b. The time of traffic control inspections. c. Project description and location. d. Traffic Control Supervisor’s name. e. Types and quantities of traffic control devices used per approved MHT. f. List of flaggers used, including start time, stop time and number of flagging hour breaks. g. Traffic control problems (traffic accidents; damaged, missing or dirty devices, etc.) and corrective action taken. METHOD OF MEASUREMENT Subsection 630.14 shall be amended to include the following: Quantities to be measured for construction traffic control devices shall be the number of units of the various sizes and descriptions listed below: Construction Traffic Signs: Size A Signs - 0.01 to 9.00 Square Feet Size B Signs - 9.01 to 16.00 Square Feet REVISION OF SECTION 630 CONSTRUCTION ZONE TRAFFIC CONTROL Project Specifications – Page 47 of 50 "NO PARKING" Sign with Stand shall be measured and paid per each per day and shall not be included in the item for Size A Signs. "NO PARKING" Sign with Stand shall consist of a metal sign attached to a device (stand) such as a Vertical Panel or Type I Barricade. The sign material and stand shall be approved by the Engineer. The sign material and stand shall not be measured and paid for separately but shall be included in the Contract Unit Price for "NO PARKING" Sign with Stand. The cost for "NO PARKING" Sign with Stand shall include delivery, rental, setup, modification, maintenance, and pickup. “NO PARKING” signs must remain in place until the street is open to traffic. The “NO PARKING” signs shall be in effect for one or two days only. Traffic channelizing devices consisting of vertical panels, cones, Type I, II and III barricades, or drum channelizing devices shall be measured and paid per each per day. Barricade warning lights shall be measured and paid per each per day in addition to the device on which they are mounted when approved by the Engineer. Advance Warning Flashing or Sequencing Arrow Panels and Variable Message Boards shall be measured and paid per each per day. The cost for setting up equipment, modifying equipment, maintaining equipment, and picking up equipment, including "NO PARKING" Sign with Stand, during authorized days shall not be paid for separately when the Contractor is not performing work at the location. Flagging shall be measured and paid per hour. The quantity to be measured for flagging will be the total number of hours that flagging is actually used as authorized. Hours of flagging in excess of those authorized shall be at the Contractor's expense. Flagger breaks shall be included in the Contract Unit Price for Flagging. The method for covering flagger breaks shall be approved by the Engineer. Flagging outside of the construction work hours shall not be paid for under the terms of this contract unless authorized in writing by the Engineer. Flagger stand-by time shall not be paid for under the terms of this contract. The flaggers shall be provided with Stop/Slow paddles, electronic communication devices when required, and personal protective equipment. These devices will not be measured and paid for separately, but shall be included in the work. The Traffic Control Supervisor shall be measured and paid per day or per hour as follows: Traffic Control Supervisor hourly rate shall be measured and paid when work is for an authorized day and work hours are less than ten (10) hours in one day. Traffic Control Supervisor daily rate shall be measured and paid when the Traffic Control Supervisor has a total of ten (10) hours or more in an authorized day. The number of Traffic Control Supervisors shall be approved by the Engineer prior to each day’s work. An authorized day shall be any day, or portion there as authorized by the Engineer, that construction operation would require a Traffic Control Supervisor. On call and project inspections on all other days will not be measured and paid for separately but shall be included in the work. The Traffic Control Supervisors (TCS) shall only be paid for days the Contractor is working or as directed by the Engineer. On weekends and other days the Contractor is not working, the TCS shall perform job site checks to ensure the condition of the job site is acceptable. Time spent maintaining signs on the weekends, holidays, bad weather days, and other days the Contractor does not work shall not be measured and paid for separately. Time spent setting up equipment, modifying equipment, maintaining equipment, and picking up equipment shall be included in the unit price. REVISION OF SECTION 630 CONSTRUCTION ZONE TRAFFIC CONTROL Project Specifications – Page 48 of 50 The cost of batteries, electricity and/or fuel for all lighting or warning devices will not be paid for separately but will be considered a subsidiary obligation of the Work. Sand bags shall not be measured and paid for separately, but shall be included in the work. The Contractor may provide larger construction traffic signs than those typically used in accordance with the MUTCD, if approved; however, payment will be made for the typical panel size. The City shall not be responsible for any losses or damage due to theft or vandalism. Specialty signs shall include the initial cost of manufacturing only. The use of the Specialty Sign shall be measured and paid for under the appropriate line item for Size A or Size B signs. This item shall apply to new signs only. Once manufactured, they may be used throughout the project and shall be paid under Size A or Size B at the daily rate. Upon completion of the work, the Specialty Signs shall be returned to the Contractor. In locations where traffic control is set up and the work is not performed due to Contractor caused delays, the traffic control shall not be paid for under the terms of this contract. The cost for advance warning "NO PARKING" signs for periods in excess of 24 hours prior to the advancement of work, including those instances when said signs have been changed or otherwise updated to reflect current schedules, will not be paid for under the terms of this contract unless authorized by the Engineer. The Owner may deduct from compensation due the Contractor $10.00 per day for all traffic control devices which are not removed from the site immediately upon completion of the work or as directed by the Engineer. “The City of Fort Collins Master Street Plan Map” depicting the street classifications (Arterial, Collector, and Residential) can be found at the following link: http://citydocs.fcgov.com/?dt=Master+Street+Plan+Map&dn=GIS+MAPS&vid=192&cmd=showdt BASIS OF PAYMENT Subsection 630.16 shall be amended to include the following: Pay Item Unit 630.01 "NO PARKING" Sign with Stand Per Each Per Day 630.02 Vertical Panel without Light Per Each Per Day 630.03 Channelizing Drum without Light Per Each Per Day 630.04 Type I/II Barricade without Light Per Each Per Day 630.05 Type III Barricade without Light Per Each Per Day 630.06 Size A Sign with Stand Per Each Per Day 630.07 Size B Sign with Stand Per Each Per Day 630.08 Size A Specialty Sign - Cost of Manufacturing Each 630.09 Size B Specialty Sign - Cost of Manufacturing Each 630.10 Cone with Reflective Strip Per Each Per Day 630.11 Safety Fence Per Roll REVISION OF SECTION 630 CONSTRUCTION ZONE TRAFFIC CONTROL Project Specifications – Page 49 of 50 630.12 Light Per Each Per Day 630.13 Advance Warning Flashing or Sequencing Arrow Panel Per Each Per Day 630.14 Variable Message Board Per Each Per Day 630.15 Traffic Control Supervisor Per Day 630.16 Traffic Control Supervisor Hour 630.17 Flagging Hour The above prices and payments shall include full compensation for furnishing all labor, materials, tools, equipment, and incidentals, and for doing all the work involved in setup/removal/modification, notifications and delivery for Construction Zone Traffic Control including vehicles, phones, sandbags, hand signs, break times, as shown on the plans, as specified in these specifications, and as directed by the Engineer. REVISION OF SECTION 630 CONSTRUCTION ZONE TRAFFIC CONTROL Project Specifications – Page 50 of 50 SPECIAL CONDITIONS FOR WORK ON ARTERIALS AND COLLECTORS NOTE: CROSS STREET TRAFFIC SHALL BE MAINTAINED AT ALL TIMES UNLESS AUTHORIZED BY THE ENGINEER IN WRITING. NOTE: FULL CLOSURES ON ARTERIAL AND COLLECTOR STREETS MAY BE ALLOWED UNDER EXTREME CIRCUMSTANCES AND ONLY UPON APPROVAL OF THE ENGINEER PLANS SHALL BE APPROVED A MINIMUM OF TWO (2) WEEK PRIOR TO THE COMMENCEMENT OF WORK AND/OR THE TIME REQUIRED TO ADEQUATELY NOTIFY THE PUBLIC THROUGH THE MEDIA. NOTE: CONSTRUCTION OR REPAIR WORK WILL NOT BE PERMITTED AT OR IN THE VICINITY OF A SIGNALIZED INTERSECTION OR ANY ARTERIAL AND COLLECTOR STREETS THAT HAVE MAJOR TRAFFIC VOLUMES BETWEEN THE HOURS OF 7:00 A.M. TO 8:30 A.M OR 3:30 P.M TO 6:30 P.M. (EXCEPT IN THE CASE OF AN EMERGENCY). EXCEPTIONS MAY BE MADE FOR CONSTRUCTION OR REPAIR WORK ON ARTERIAL AND COLLECTOR STREETS BETWEEN THE HOURS OF 7:00 A.M. TO 6: P.M., MONDAY THROUGH FRIDAY EXCLUDING HOLIDAYS, WHEN ALL EQUIPMENT, LABOR, TRAFFIC CONTROL DEVICES, AND CONSTRUCTION ARE NOT IN THE VICINITY OF AN INTERSECTION. THE ENGINEER SHALL AUTHORIZE SUCH WORK AND SPECIFY THE REQUIRED DISTANCE FROM THE INTERSECTION. NOTE: TIME RESTRICTIONS ON S.H. 287 AND HWY 17 (COLLEGE AVENUE AND MULBERRY STREET EAST OF LEMAY) SHALL TYPICALLY BE RESTRICTED FROM 9:00 A.M TO 3:00 P.M. NOTE: CONSTRUCTION HOURS, EXCEPT FOR EMERGENCIES SHALL BE LIMITED TO 7:00 A.M. TO 6:00 P.M., MONDAY THROUGH FRIDAY EXCLUDING HOLIDAYS, UNLESS OTHERWISE AUTHORIZED IN WRITING BY THE ENGINEER. SPECIAL CONDITIONS FOR WORK ON RESIDENTIAL STREETS NOTE: FULL CLOSURES ON ALL RESIDENTIAL STREETS SHALL BE ALLOWED AS SHOWN ON THE TRAFFIC CONTROL PLANS. END OF SECTION SECTION 03000 DETAILS Rock Sock (RS) SC-5 Straw Bale Filter D23 Gravel Filter D24, D25 Curb and Gutter 701 Curb and Gutter/Sidewalk 702 Curb, Gutter and Sidewalk Details D-6 Median (Island Curbs) 703 Standard Driveway Approach (I & II) 706 Standard Driveway Approach (III & IV) 707 Street Intersection Crosspan 708 Curb Inlet 4’ Opening – Vertical Curb & Gutter D-7a, 7b Curb Inlet 4’ Opening – Driveover Curb & Gutter D-8a, 8b Metal Sidewalk Culvert for Vert. Curb and Gutter and Sidewalk D-10 Metal Sidewalk Culvert for Vert. Curb and Gutter and Detached Sidewalk D-10B Metal Culvert For Drive-Over Curb, Gutter and Sidewalk D-11 Concrete Sidewalk Culvert D-12,13 Area Inlet D-9a Modified Type 13 Inlet 13-A Catch Basin Alley Intersections 803 Standard Manhole Cover 1201 Standard Sidewalk 1601 Sidewalk Detail 1602 Access Ramp Details 1603 Detached Walk/Intersection Detail 1604 Detached Walk/Intersection Detail 1605 Pedestrian Ramp Detail 1606 Residential Local Street Access Ramps 1606 a Truncated Dome Warning for Access Ramps 1607 Median Islands and Pedestrian Refuge Area 1608 Sidewalk Widening Details 2501 Concrete Pavement Joints M-412-1 Rock Sock (RS) SC-5 November 2010 Urban Drainage and Flood Control District RS-1 Urban Storm Drainage Criteria Manual Volume 3 Photograph RS-1. Rock socks placed at regular intervals in a curb line can help reduce sediment loading to storm sewer inlets. Rock socks can also be used as perimeter controls. Description A rock sock is constructed of gravel that has been wrapped by wire mesh or a geotextile to form an elongated cylindrical filter. Rock socks are typically used either as a perimeter control or as part of inlet protection. When placed at angles in the curb line, rock socks are typically referred to as curb socks. Rock socks are intended to trap sediment from stormwater runoff that flows onto roadways as a result of construction activities. Appropriate Uses Rock socks can be used at the perimeter of a disturbed area to control localized sediment loading. A benefit of rock socks as opposed to other perimeter controls is that they do not have to be trenched or staked into the ground; therefore, they are often used on roadway construction projects where paved surfaces are present. Use rock socks in inlet protection applications when the construction of a roadway is substantially complete and the roadway has been directly connected to a receiving storm system. Design and Installation When rock socks are used as perimeter controls, the maximum recommended tributary drainage area per 100 lineal feet of rock socks is approximately 0.25 acres with disturbed slope length of up to 150 feet and a tributary slope gradient no steeper than 3:1. A rock sock design detail and notes are provided in Detail RS-1. Also see the Inlet Protection Fact Sheet for design and installation guidance when rock socks are used for inlet protection and in the curb line. When placed in the gutter adjacent to a curb, rock socks should protrude no more than two feet from the curb in order for traffic to pass safely. If located in a high traffic area, place construction markers to alert drivers and street maintenance workers of their presence. Maintenance and Removal Rock socks are susceptible to displacement and breaking due to vehicle traffic. Inspect rock socks for damage and repair or replace as necessary. Remove sediment by sweeping or vacuuming as needed to maintain the functionality of the BMP, typically when sediment has accumulated behind the rock sock to one-half of the sock's height. Once upstream stabilization is complete, rock socks and accumulated sediment should be removed and properly disposed. Rock Sock Functions Erosion Control No Sediment Control Yes Site/Material Management No SC-5 Rock Sock (RS) RS-2 Urban Drainage and Flood Control District November 2010 Urban Storm Drainage Criteria Manual Volume 3 Rock Sock (RS) SC-5 November 2010 Urban Drainage and Flood Control District RS-3 Urban Storm Drainage Criteria Manual Volume 3 SECTION 04000 EROSION CONTROL AND INLET PROTECTION INDEX OF ENVIRONMENTAL STANDARD OPERATING PROCEEDURES (ESOP) New Construction Activities for Municipalities 1 of 2 Street, Curb, and Gutter Replacement and Construction 1 of 3 Street, Curb, and Gutter Maintenance 1 of 3 Spill Prevention and Response 1 of 4 Utility and Storm Sewer System Maintenance 1 of 4 Utility and Storm Sewer System Replacement and Construction 1 of 3 Power Washing 1 of 3 Vehicle Fueling 1 to 3 Outdoor Fleet Maintenance 1 of 4 Heavy Equipment and Vehicle Maintenance 1 of 4 Page 1 of 2 New Construction Activities for Municipalities Description This fact sheet covers new construction activities disturbing less than one acre not subject to a CDPS Construction permit. New construction includes, but is not limited to buildings, structures, capital improvements, roadways, and recreational components such as trails, restrooms, and other structures. Procedures provided are general in nature and can be applied to any scale or type of municipal construction. When services are contracted, this written procedure should be provided to the contractor so they have the proper operational procedures. In addition, the contract should specify that the contractor is responsible for abiding by all applicable municipal, state, and federal codes, laws, and regulations. Procedures  Obtain all applicable federal, state, and local permits for construction projects.  The Colorado Stormwater Construction General permit applies to construction sites disturbing one acre or more, or less than one acre but part of a larger common plan of development.  A larger common plan of development is defined as a contiguous area where multiple separate and distinct construction activities may be taking place at different times on different schedules under one plan.  A dewatering permit may be required if construction activities require the removal and discharge of groundwater offsite.  A U.S. Army Corp of Engineers (USACE) Section 404 Permit may be needed if the work will be conducted in or impact waters of the United States, including wetlands, washes, drainages, ditches, creeks, streams, and rivers.  Applicable sediment and erosion controls may be installed, such as inlet protection, silt fence, sediment traps, erosion control logs, check dams, and vehicle tracking control. Sediment and erosion controls will be For More Information Name Address City, State Phone e-mail Possible Pollutants Sediment Chemicals Organics Trash Good Housekeeping Waste Management Employee/Contractor Training Proper Cleanup and Disposal Procedures Related Procedures Heavy Equipment and Vehicle Maintenance Parks and Open Space Page 2 of 2  installed and maintained in accordance with approved design criteria and/or industry standards.  Material stockpiles will not be stored in stormwater flow lines. Temporary sediment control will be used during temporary, short-term placement while work is actively occurring.  Where feasible, grading activities should be scheduled during dry weather.  Best management practices will be periodically inspected and maintained as necessary.  Waste containment for concrete washout, masonry, paint, trash and other potential pollutants will be available when these activities are being conducted.  Where practicable, non-structural controls will be used, such as phased construction, dust control, good housekeeping practices, and spill prevention and response. Employee Training  Train applicable employees who perform new construction activities on this written procedure. Information regarding how to avoid and report spills will be presented during the training.  Periodically conduct refresher training on the SOP for applicable employees who perform new construction activities. Records The following records could be used to document activities performed:  Records of employee training with sign-in sheet. References City of Centennial SOP: New Construction SOP, August 2007. Mesa County, Municipal Operations and Maintenance Program, July 2005. Page 1 of 3 Street, Curb, and Gutter Replacement and Construction Description Procedures involving the replacement and construction of streets, curbs, and gutters have the potential to impact stormwater quality. Materials involved in these activities should be used efficiently and disposed of properly. When services are contracted, this written procedure should be provided to the contractor so they have the proper operational procedures. In addition, the contract should specify that the contractor is responsible for abiding by all applicable municipal, state, and federal codes, laws, and regulations. Procedures General  Obtain all applicable federal, state, and local permits for construction projects.  The Colorado Stormwater Construction General permit applies to construction sites disturbing one acre or more, or less than one acre but part of a larger common plan of development.  A larger common plan of development is defined as a contiguous area where multiple separate and distinct construction activities may be taking place at different times on different schedules under one plan.  A dewatering permit may be required if construction activities require the removal and discharge of groundwater offsite.  A U.S. Army Corp of Engineers (USACE) Section 404 Permit may be needed if the work will be conducted in or impact waters of the United States, including wetlands, washes, drainages, ditches, creeks, streams, and rivers. For More Information Name Address City, State Phone e-mail Possible Pollutants Fine-grained sediment Organics Oil Saw-cut slurry Trash Good Housekeeping Dumpster/Waste Management Employee/Contractor Training Proper cleanup and disposal procedures Dry cleaning methods Related Procedures Spill Prevention and Response Street Sweeping Street Sweeper Cleaning and  Applicable sediment and erosion controls may be installed, such as inlet protection, silt fence, sediment traps, erosion control logs, check dams, and vehicle tracking control. Sediment and erosion controls will be installed and maintained in accordance with approved design criteria and/or industry standards.  When saw cutting, ensure that no slurry enters the storm drain. Let the slurry dry, sweep it up, and properly dispose of the sweepings or vacuum while saw cutting.  Do not perform concrete or asphalt paving work during wet conditions whenever possible.  Monitor construction equipment for leaks and use drip pans as necessary.  Leaking material containers should be properly discarded and replaced.  Store materials in containers under cover when not in use and away from any storm drain inlet.  Wash out mixers, delivery trucks, or other equipment in the designated concrete washout area only.  Locate concrete washout, portable toilets, and material storage away from storm drain inlets.  Material stockpiles will not be stored in stormwater flow lines. Temporary sediment control will be used during temporary, short-term placement while work is actively occurring.  Sweep or vacuum the roadway as needed, during construction and once construction is complete.  Best management practices will be periodically inspected and maintained as necessary.  Where practicable, non-structural controls will be used, such as phased construction, dust control, good housekeeping practices, and spill prevention and response procedures.  Where practicable, non-structural controls will be used, such as phased construction, dust control, good housekeeping practices, and spill prevention and response. Bridge Construction  Do not transfer or load any materials directly over waterways.  Suspend drop cloths or nets below any bridgework where wastes, scraps, or drips might be spilled into a waterway. Concrete Work  Minimize the drift of chemical cure on windy days by using the curing compound sparingly and applying it close to the concrete surface.  Ensure there is a concrete truck washout area available or require the contractor to wash out at the batch plant. Page 2 of 3 Page 3 of 3  Whenever possible, recycle concrete rubble; otherwise, dispose of it as solid waste. Asphalt Work  Control the placement of road base or asphalt used in embankments or shoulder backing; do not allow these materials to fall into any storm drain or watercourses.  Whenever possible, recycle asphalt. If recycling is not possible, dispose of as solid waste. Painting and Striping  If possible, schedule painting and striping projects during dry weather.  Use thermoplastic or epoxy markings in place of paint whenever feasible.  Use care to prevent splashing or spilling of any liquid material. Follow the Spill Prevention and Response procedure should a spill occur. Employee Training  Train applicable employees who perform street, curb, and gutter construction on this written procedure. Information regarding how to avoid and report spills will be presented during the training.  Periodically conduct refresher training on the SOP for applicable employees who perform street, curb, and gutter construction. Records The following records could be used to document activities performed:  Records of employee training with sign-in sheet. References City of Centennial, Department of Public Works: Asphalt and Concrete Program, No Date. City of Centennial, Department of Public Works: Asphalt Program, No Date. PACE, Stormwater Best Management Practices: Street Maintenance, No Date. Optional Additional Resources Concrete truck washout BMP specifications. Gravel road maintenance procedures. Street, Curb, and Gutter Maintenance For More Information Name Address City, State Phone e-mail Possible Pollutants Fine-grained sediment Organics Oil Saw-cut slurry Trash Good Housekeeping Dumpster/Waste Management Employee/Contractor Training Proper cleanup and disposal procedures Dry cleaning methods Related Procedures Spill Prevention and Response Street Sweeping Street Sweeper Cleaning and Waste Description Street, curb, and gutter activities include concrete and asphalt installation, maintenance, repair, and replacement; bridge maintenance; and painting and striping. Procedures involving the maintenance of streets, curbs, and gutters have the potential to impact stormwater quality. Materials involved in these activities should be used efficiently and disposed of properly. When services are contracted, this written procedure should be provided to the contractor so they have the proper operational procedures. In addition, the contract should specify that the contractor is responsible for abiding by all applicable municipal, state, and federal codes, laws, and regulations. Procedures General  Protect storm drain inlets and drains with curb socks, rock berms, inlet protection, or drain covers/mats prior to any maintenance activity.  When saw cutting ensure that no slurry enters the storm drain, let the slurry dry, sweep it up, and properly dispose of the sweepings.  Do not perform concrete or asphalt patch work during wet conditions whenever possible.  Leaking material containers should be properly discarded and replaced.  Store materials in containers under cover when not in use and away from any storm drain inlet.  Monitor equipment for leaks and use drip pans as necessary.  Sweep or vacuum the roadway once maintenance activities are complete. Page 1 of 3 Bridge Maintenance  Do not transfer or load any materials directly over waterways.  Secure lids and caps on all containers when on bridges.  Suspend drop cloths or nets below any bridgework where wastes, scraps, or drips might be spilled into a waterway. Concrete Maintenance  Minimize the drift of chemical cure on windy days by using the curing compound sparingly and applying it close to the concrete surface.  Ensure there is a concrete truck washout area available or require the contractor to wash out at the batch plant.  Whenever possible, recycle concrete rubble; otherwise, dispose of it as solid waste. Asphalt Maintenance  Sweep to minimize sand and gravel from new asphalt from getting into storm drains, streets, and creeks.  Do not allow asphaltic concrete grindings, pieces, or chunks used in embankments or shoulder backing to enter any storm drain or watercourses. Apply temporary perimeter controls. Install silt fence until the structure is stabilized or permanent controls are in place.  Whenever possible, recycle broken asphalt. If impossible, dispose of as solid waste.  Drainage inlet structures shall be covered with inlet protection during application of seal coat, tack coat, slurry seal, and/or fog seal. Painting and Striping  If possible, schedule painting and striping projects during dry weather.  Use thermoplastic or epoxy markings in place of paint whenever feasible.  The pre-heater for thermoplastic striping and the melting tanks used during pavement marking must be filled carefully to prevent splashing or spilling of materials. Leave 6 inches at the top of pre-heater and the melting tanks to allow room for material to move and splash when vehicles are deadheaded. Employee Training  Train applicable employees who perform street, curb, and gutter maintenance on this written procedure. Information regarding how to avoid and report spills will be presented during the training.  Periodically conduct refresher training on the SOP for applicable employees who perform street, curb, and gutter maintenance. Records The following records could be used to document activities performed: Page 2 of 3 Page 3 of 3  Records of employee training with sign-in sheet. References City of Centennial, Department of Public Works: Asphalt and Concrete Program, No Date. City of Centennial, Department of Public Works: Asphalt Program, No Date. PACE, Stormwater Best Management Practices: Street Maintenance, No Date. Optional Additional Resources Concrete truck washout BMP specifications. Gravel road maintenance procedures. Page 1 of 4 Spill Prevention and Response Description Due to the type of work and the materials involved, many activities that occur either at a municipal facility or as part of municipal operations have the potential for accidental spills. Some municipal facilities operate under Spill Prevention Control and Countermeasures (SPCC) plans that include procedures for spill response. Proper spill response planning and preparation enables employees and contractors to effectively respond to problems and minimize the discharge of pollutants to the storm sewer system. When services are contracted, this written procedure should be provided to the contractor so they have the proper operational procedures. In addition, the contract should specify that the contractor is responsible for abiding by all applicable municipal, state, and federal codes, laws, and regulations. Procedures Spill Prevention  Keep work areas neat and well organized.  Maintain a Material Safety Data Sheet (MSDS) for each hazardous chemical. Follow the Outdoor Material Storage procedures.  Provide tight fitting lids for all containers.  Keep containers clearly labeled. Labels should provide name and type of substance, stock number, expiration date, health hazards, handling suggestions, and first aid information.  Store containers, drums, and bags away from direct traffic routes to prevent accidental spills.  Inspect storage containers regularly for signs of leaking or deterioration.  Replace or repair leaking storage containers.  Use care to avoid spills when transferring materials from one container to another. For More Information Name Address City, State Phone e-mail Possible Pollutants Chemicals Toxics Oil Paint Fuel Good Housekeeping Waste Management Employee/Contractor Training Proper cleanup and disposal procedures Related Procedures Fertilizer, Pesticide, and Herbicide Application Heavy Equipment and Vehicle Maintenance Page 2 of 4  Use powered equipment or get assistance when moving materials to and from a storage area. Use care to prevent puncturing containers with the equipment.  Do not wash down or hose down any outdoor work areas or trash/waste container storage areas except where wash water is captured and discharged into the sanitary sewer (if approved).  Conduct periodic inspections to ensure that materials and equipment are being handled, disposed/recycled, and stored correctly.  Provide adequate spill kits or lockers with sufficient equipment and supplies necessary for each work area where the potential for spills or leaks exists.  Inspect each spill kit or locker regularly and after each spill response. Replace any spent supplies or repair any equipment that is worn or not suitable for service.  Stock adequate personal protective equipment. Spill Response Safety Consider safety at all times. Anticipate and avoid all likely hazards. Never approach, contact, or sample an unknown substance. If a highly toxic or flammable substance is discovered, staff should leave the immediate area and contact the appropriate identified response authority, such as the fire department. If there is any question about a substance, contact the appropriate identified response authority or other designated representative. Procedures  Stop the leading edge of the spill. Block or divert the spill to avoid discharge to the storm sewer system and to minimize the area requiring cleanup.  Determine the source of the spill and stop the spill at its source by closing a valve, plugging a leak, or setting a container upright. Transfer material from a damaged container.  Identify the material and volume spilled. Contact the appropriate identified response authority or other designated representative if you cannot identify the material and its properties.  Refer to the MSDS to determine appropriate personal protective equipment, such as gloves and safety glasses and appropriate cleanup methods.  Clean up spills immediately to prevent spreading of wastes by wind, rain, and vehicle traffic and potential safety hazards.  Use sand absorbents or socks, pillows, or pads to quickly capture spilled liquid and properly dispose of all clean-up materials. Use dry clean-up methods only.  Complete all necessary reports. Page 3 of 4 Spill Reporting  A spill of any chemical, oil, petroleum product, or sewage that enters waters of the state of Colorado (that include surface water, ground water, and dry gullies and storm sewers leading to surface water) must be reported immediately to the Colorado Department of Public Health and Environment.  Release of a substance into a storm drain, or onto a parking lot or roadway as part of a storm sewer leading to surface water, is reportable. However, if the material can be contained and cleaned within the storm sewer system to the degree that a subsequent flow in the storm sewer will not flush the substance to waters of the State, it may not need to be reported.  Contact the appropriate identified response authority within the municipality or other designated representative and be prepared to provide details needed to report the spill to the necessary agencies.  Detailed spill reporting guidance can be found at http://www.cdphe.state.co.us/op/wqcc/Resources/Guidance/spillguidance.pdf and http://www.cdphe.state.co.us/hm/spillsandreleases.htm Employee Training  Train applicable employees who perform spill prevention and response on this written procedure. Information regarding how to avoid and report spills will be presented during the training.  Periodically conduct refresher training on the SOP for applicable employees who perform spill prevention and response activities. Records The following records could be used to document activities performed:  Records of any major spills and the action taken.  Records of employee training with sign-in sheet. References City of Centennial, Department of Public Works: Good Housekeeping, No Date. City of Centennial, Department of Public Works: Materials Management, No Date. City of Centennial, Department of Public Works: Spill Prevention and Control, No Date. City of Golden, Stormwater Quality Pollution Prevention Guide for Municipal Operations: Parks Department Golf Course, January 2004. City of Lafayette, Spill Clean Up, No Date. Colorado Department of Public Health and Environment, Environmental Spill Reporting, January 2009. Page 4 of 4 Mesa County, Municipal Operation and Maintenance Program, July 4, 2005. USEPA Menu of BMP: Spill Response and Prevention, cfpub.epa.gov/npdes/stormwater/menuofbmps/, accessed July 5, 2009. Page 1 of 4 Utility and Storm Sewer System Maintenance Description This procedure addresses utility and storm sewer system maintenance. Utilities include power, sanitary sewer, water conveyance systems, and the storm sewer system. Power includes electrical and gas utilities. Maintenance of power may require excavation and reinstallation of lines including open cut trenching or directional boring in landscaped areas or street right of way. Electrical and gas line maintenance ensures services are provided to businesses and households without interruption. The sanitary sewer system is cleaned as part of routine maintenance and on an emergency basis. Without proper maintenance, sanitary sewer back-ups and overflows may occur and can result in potential property damage and significant health concerns if not properly managed. Water conveyance systems are flushed and pressure tested as part of routine maintenance. Potable water systems must be properly maintained to ensure delivery of water that meets State and Federal health standards. Failures result in water main breaks that can cause property damage including erosion. The storm sewer system is cleaned as part of routine maintenance and on an emergency basis in the event of flooding. Maintenance will remove pollutants and ensure the system functions properly to avoid flooding. Flooding, ponding, and uncontrolled sheet flow can result in property damage and increased soil erosion. When services are contracted, this written procedure should be provided to the contractor so they have the proper operational procedures. In addition, the contract should specify that the contractor is responsible for abiding by all applicable municipal, state, and federal codes, laws, and regulations. For More Information Name Address City, State Phone e-mail Possible Pollutants Sediment Nutrients Metals Hydrocarbons Trash Good Housekeeping Waste Management Employee/Contractor Training Proper Cleanup and Disposal Procedures Related Procedures Heavy Equipment and Vehicle Maintenance Parks and Open Space Maintenance Spill Prevention and Response Page 2 of 4 Procedures General  Conduct routine inspection and maintenance on utility and storm sewer systems.  Where feasible, schedule maintenance activities during dry weather.  Monitor the jet/vacuum truck closely for leaks and use a drip pan as needed.  Wash and fuel the jet/vacuum truck per the Heavy Equipment/Vehicle Maintenance procedure.  Properly dispose of vac truck contents.  Stay alert for any signs of illicit discharges. This includes “dry weather” flows or pipes or hoses emptying directly into waterways or the storm sewer system.  Report any suspicious discharges or dumping to your supervisor. Electrical and Gas Utility Maintenance  To prevent sediment, mud and particles generated by power utility maintenance from entering the stormwater system implement inlet protection, perimeter control, street sweeping, vehicle tracking control, stockpile management and material management BMPs.  Restore landscaped or hardscaped areas promptly. Potable Water Line Flushing  Remove any debris from the gutter that could wash away with the water. If possible, sweep the flow line before flushing the line.  Direct the water so that it is not flowing over exposed soil areas in order to minimize erosion. Water Line Breaks  Contain spoils by building berms or installing rock socks around the area of disturbance.  Dewater the excavation by using a vac truck.  Discharge high chlorine water to the sanitary sewer via the nearest manhole, to a water truck, through a dechlorinating diffuser, or other method of dechlorination.  Remove sediment from the street, curb, gutter and storm inlets as needed immediately following the repair.  Where needed, install a temporary patch or repave as soon as practicable following the repair.  If necessary, revegetate areas as soon as practicable following the repair. Sanitary Sewer Backup  Clear line stoppage to prevent backup into house basements and manhole overflows. Page 3 of 4  Contain overflows by using emergency generator, pump and/or a vac truck to intercept flows. It may be necessary to construct additional containment.  Clean up spills by washing and vacuuming the affected areas. Lime may need to be applied for disinfection of affected areas. Lime must be removed once disinfection is complete. Storm Sewer System Pipes, Catch Basins, Inlet and Outlet Structures, and Culverts  Clean storm sewer system by manual cleaning or jetting the pipes using a jet/vacuum truck to remove the material.  Do not temporarily store collected storm system cleaning debris adjacent to any surface water, storm drain inlet, or drainageway.  Storm sewer system maintenance wastes may be either non-hazardous or hazardous. Solid non-hazardous waste may be disposed in a sanitary landfill or recycled. Liquid non-hazardous waste must be evaporated before disposing of it into the landfill or discharged to the sanitary sewer system with the approval of the local wastewater treatment plant. Hazardous waste, as defined under Colorado Hazardous Waste Regulations (6 CCR 1007-3), must be transported and disposed of at a permitted disposal or treatment facility.  Replace or maintain “no dumping” stencils or plaques as necessary.  Remove trash from trash racks and grated openings. Detention and Retention Ponds  Inspect the outlet works and remove trash or vegetation from the trash racks and grates.  Inspect side slopes of the pond for erosion and reestablish vegetation as needed.  Remove and service fountains and aerator motors as recommended.  Report any suspected water quality problems such as a change in growth or appearance of vegetation.  Report excessive sediment accumulation, standing water beyond the designed drain down time or damage requiring additional maintenance. Drainageways Drainageways include drainage channels, ditches, grass swales, and washes.  Inspect drainageways for erosion and repair if necessary.  Remove and properly dispose of trash and debris from the drainageways. Remove sediment which could impede flow in drainageways.  Leave an unmown buffer when mowing adjacent to drainageways to filter pollutants. Do not leave grass clippings in or next to the drainageway. Do not apply landscape chemicals in the buffer area. Page 4 of 4 Employee Training  Train applicable employees who perform utility and storm sewer system activities on this written procedure. Information regarding how to avoid and report spills will be presented during the training.  Periodically conduct refresher training on the SOP for applicable employees who perform utility and storm sewer system activities. Records The following records could be used to document activities performed:  Records of employee training with sign-in sheet. References Center for Watershed Protection, Municipal Pollution Prevention/Good Housekeeping Practices: Version 1.0, September 2008. City of Centennial SOP: Detention Pond Maintenance SOP, August 2007. City of Centennial SOP: Inlet, Pipe, and Vault Cleaning and Disposal SOP, August 2007. City of Centennial SOP: Drainageway Maintenance SOP, August 2007. City of Golden Stormwater Drainage Maintenance Plan, February 2008. City of Greeley, Department of Public Works: Storm Water Drainage Program, January 2008. City of Greeley, Department of Public Works: Ditch Program, No Date. City of Lafayette Standard Operating Procedure: Ditch Cleaning, March 2009. City of Lafayette Standard Operating Procedure: Cleaning Storm Drain System, March 2009. City of Lafayette Standard Operating Procedure: Manhole Cleaning, March 2009. City of Lafayette Standard Operating Procedure: Potable Line Flushing, March 2009. City of Lafayette Standard Operating Procedure: Sanitary sewer Backup, March 2009. City of Lafayette Standard Operating Procedure: Waterline Breaks, March 2009. Mesa County, Municipal Operations and Maintenance Program, July 2005. Partners for a Clean Environment, Storm Drain Maintenance, No date. Optional Additional Resources Municipal codes and ordinances that relate to utility or storm sewer system maintenance. Inspection and maintenance frequency plan for the storm sewer system. Specific instructions on how to operate applicable equipment. Instructions on how to track the amount of debris collected. Treated Water Discharge Plans for potable water maintenance. Page 1 of 3 Utility and Storm Sewer System Replacement and Construction Description This procedure covers utility and storm sewer system replacement and construction. Utilities include power, storm sewer, sanitary sewer, water conveyance systems. When services are contracted, this written procedure should be provided to the contractor so they have the proper operational procedures. In addition, the contract should specify that the contractor is responsible for abiding by all applicable municipal, state, and federal codes, laws, and regulations. Procedures General  Obtain all applicable federal, state, and local permits for construction projects.  The Colorado Stormwater Construction General permit applies to construction sites disturbing one acre or more, or less than one acre but part of a larger common plan of development.  A larger common plan of development is defined as a contiguous area where multiple separate and distinct construction activities may be taking place at different times on different schedules under one plan.  A dewatering permit may be required if construction activities require the removal and discharge of groundwater offsite.  A U.S. Army Corp of Engineers (USACE) Section 404 Permit may be needed if the work will be conducted in or impact waters of the United States, including wetlands, washes, drainages, ditches, creeks, streams, and rivers. For More Information Name Address City, State Phone e-mail Possible Pollutants Sediment Chemicals Organics Trash Good Housekeeping Waste Management Employee/Contractor Training Proper Cleanup and Disposal Procedures Related Procedures Heavy Equipment and Vehicle Maintenance Parks and Open Space Maintenance Spill Prevention and Response Street, Curb, and Gutter Replacement and Page 2 of 3  Applicable sediment and erosion controls may be installed, such as inlet protection, silt fence, sediment traps, sediment control logs, check dams and vehicle tracking control. Sediment and erosion controls will be installed and maintained in accordance with approved design criteria and / or industry standards.  When saw cutting, ensure that no slurry enters the storm drain. Let the slurry dry, sweep it up, and properly dispose of the sweepings or vacuum while saw cutting.  Where feasible, grading activities will be scheduled during dry weather.  Do not perform concrete or asphalt paving work during wet conditions whenever possible.  Monitor construction equipment for leaks and use drip pans as necessary.  Leaking material containers should be properly discarded and replaced.  Store materials in containers under cover when not in use and away from any storm drain inlet.  Wash out mixers, delivery trucks, or other equipment in the designated concrete washout area only.  Locate concrete washout, portable toilets, and material storage away from storm drain inlets.  Material stockpiles will not be stored in stormwater flow lines. Temporary sediment control will be used during temporary, short-term placement while work is actively occurring.  Sweep or vacuum the roadway as needed, during construction and once construction is complete.  Best management practices will be periodically inspected and maintained as necessary.  Where practicable, non-structural controls will be used, such as phased construction, dust control, good housekeeping practices, and spill prevention and response procedures. Emergency Repair and Replacement Emergency Discharges are defined as situations in which it is not possible to implement all of the available BMPs due to the uncontrolled nature of the discharge. The primary focus during these events is to identify and mitigate the cause as soon as possible. Clean up of resulting sediment or other pollutants will be performed as soon as practicable following the emergency. Refer to the Spill Prevention and Response procedure for reporting requirements. Page 3 of 3 Employee Training  Train applicable employees who perform utility replacement and construction activities on this written procedure. Information regarding how to avoid and report spills will be presented during the training.  Periodically conduct refresher training on the SOP for applicable employees who perform utility replacement and construction activities. Records The following records could be used to document activities performed:  Records of employee training with sign-in sheet. References Center for Watershed Protection, Municipal Pollution Prevention/Good Housekeeping Practices: Version 1.0, September 2008. City of Centennial SOP: Detention Pond Maintenance SOP, August 2007. City of Centennial SOP: Inlet, Pipe, and Vault Cleaning and Disposal SOP, August 2007. City of Centennial SOP: Drainageway Maintenance SOP, August 2007. City of Golden Stormwater Drainage Maintenance Plan, February 2008. City of Greeley, Department of Public Works: Storm Water Drainage Program, January 2008. City of Greeley, Department of Public Works: Ditch Program, No Date. City of Lafayette Standard Operating Procedure: Ditch Cleaning, March 2009. City of Lafayette Standard Operating Procedure: Cleaning Storm Drain System, March 2009. City of Lafayette Standard Operating Procedure: Manhole Cleaning, March 2009. City of Lafayette Standard Operating Procedure: Potable Line Flushing, March 2009. City of Lafayette Standard Operating Procedure: Sanitary sewer Backup, March 2009. City of Lafayette Standard Operating Procedure: Waterline Breaks, March 2009. Mesa County, Municipal Operations and Maintenance Program, July 2005. Partners for a Clean Environment, Storm Drain Maintenance, No date. City of Fort Collins Regulatory and Government Affairs Division Verification Originator Revised Approved Issued Initials LR SS Date Oct. 09 10/19/09 Environmental Standard Operating Procedure (ESOP) ESOP—Power Washing (Pressure Washing) wastewater Revision date: 10/19/2009 Page 1 of 3 Persons who will use this ESOP: City staff who perform power washing, and their supervisor/manager. Area of application: A variety of City departments perform power washing. The employee who power washes, and his/her supervisor/manager, will use the information in this SOP to guide their power washing, and supply purchasing, activities. Document location: I:\RGA Division\SOPs\ESOPs Revisions Rev. No. Date Description 001 002 Procedure Index 1.0 Purpose 2.0 Scope 3.0 Process 4.0 Training Requirements 5.0 References/Related Documents 6.0 Records City of Fort Collins Regulatory and Government Affairs Division Verification Originator Revised Approved Issued Initials LR SS Date Oct. 09 10/19/09 Environmental Standard Operating Procedure (ESOP) ESOP—Power Washing (Pressure Washing) wastewater Revision date: 10/19/2009 Page 2 of 3 1.0 Purpose 1.1 The purpose of this ESOP is to describe the appropriate methods of handling power washing wastewater. 2.0 Scope 2.1 The scope of this ESOP is limited to the description of the allowable methods of the disposal of power washing wastewater and the protection of the storm drainage system; the scope does not include specifics on how to power wash. 3.0 Process 3.1 Power washing wastewater must be prevented from running uncontrolled in the City’s storm water system. The system includes streets, inlets, gutters, ponds, creeks, ditches, and the Poudre River. During the power washing activity, ensure the wastewater is controlled by the utilization of the natural slope of the land, or barriers such as inlet covers. Use of barriers on an impermeable surface also requires that the wastewater be vacuumed, collected, and disposed of properly. 3.2 General pollution prevention procedures: A. Use dry methods for surface pre-cleaning, such as using absorbent on small oil spots and sweeping up trash, debris, dirt, and used absorbent before power washing. B. Minimize the amount of water used during power washing activities. C. Avoid using cleaning products that contain hazardous substances (e.g., hydrofluoric acid, muriatic acid, sodium hydroxide, bleach) that can turn wastewater into hazardous waste. 3.3 Prior to power washing, decide on one of the following methods of disposal: D. Landscape--power washing wastewater may be discharged to landscaped areas if the materials used and the material removed are not harmful to vegetation, there is no ponding, and there is no uncontrolled runoff to the stormwater system. E. Wastewater treatment system-- As long as the collected wastewater does not have an oil sheen, has a pH between 5 and 11, and does not contain any hazardous or toxic substances, the wastewater may be disposed of into the City’s wastewater treatment system. 1. If you add anything to the wash water (ie—a cleaning agent) or if you have questions about the content of your power washing wastewater, City of Fort Collins Regulatory and Government Affairs Division Verification Originator Revised Approved Issued Initials LR SS Date Oct. 09 10/19/09 Environmental Standard Operating Procedure (ESOP) ESOP—Power Washing (Pressure Washing) wastewater Revision date: 10/19/2009 Page 3 of 3 please contact the industrial pretreatment office at 221-6938. 2. Disposal into the City’s wastewater treatment system may be done either by discharging directly to an inside drain, or by pump truck at the Drake wastewater treatment facility. Disposing by pump truck requires a waste hauler’s permit, and a 5 cent/gallon fee will be charged. For fee information, or to obtain a permit, contact the industrial pretreatment office at 221-6938. F. Truck the waste to a different waste disposal facility. 3.4 Once wastewater has been collected, visible solids remaining in the collection area must be swept up to prevent future discharges to the storm drain. 3.5 A sewer manhole cover may not be removed for disposal to the wastewater system. 3.6 If you are working in an area that is serviced by a neighboring wastewater district, such as South Fort Collins Sanitation or Boxelder, it is necessary to contact that district’s industrial pretreatment coordinator before discharging to their system. 4.0 Training Requirements 4.1 The training requirement associated with this procedure is knowledge of the proper management of power washing wastewater. 5.0 References / Related Documents 5.1 http://www.cdphe.state.co.us/wq/PermitsUnit/PolicyandGuidance/powerwash.pdf 5.2 I:\RGA division\Illicit Discharge Program\Complaint Calls\pressure washing\City power washing guidance.pdf 6.0 Records 6.1 The following records could be used to document activities performed:  Records of employee training with sign-in sheet.  List of power washing activities and departments responsible for conducting power washing. Page 1 of 3 Vehicle Fueling Description Spills of gasoline and diesel fuel on the ground or on vehicles during fueling can wash into a storm drain and cause water pollution. When services are contracted, this written procedure should be provided to the contractor so they have the proper operational procedures. In addition, the contract should specify that the contractor is responsible for abiding by all applicable municipal, state and federal codes, laws, and regulations. Procedures General  Fuel vehicles at approved locations (municipal fueling station or offsite fueling station).  Provide spill kits near the municipal fueling location.  If fuel is stored in an above-ground tank, store fuel in enclosed, covered tanks with secondary containment (e.g., concrete barrier or double-walled tanks).  All fuel tanks will be inspected per State and Federal regulations.  Periodically inspect municipal fueling locations for the following:  For above-ground tanks, inspect tank foundations, connections, coatings, tank walls, and piping systems. Look for corrosion, leaks, cracks, scratches, and other physical damage that may weaken the tank.  Check for spills and fuel tank overfills due to operator error.  Clean up any leaks or drips. Clean up is not completed until the absorbent is swept up and disposed of properly.  Report leaking vehicles to fleet maintenance. For More Information Name Address City, State Phone e-mail Possible Pollutants Metals Hydrocarbons Toxins Good Housekeeping Drip pans Secondary containment Automatic shutoff nozzles Signs Spill response plans Spill cleanup materials Dry cleanup methods Employee training Related Procedures Heavy Equipment/Vehicle Maintenance Outdoor Fleet Maintenance Spill Prevention and Response Page 2 of 3 Vehicle Fueling  Follow all posted warnings.  Ensure that the nozzle is properly inserted in the filler neck of the vehicle before dispensing any fuel.  Remain by the fill nozzle while fueling to ensure the nozzle stays in place.  Do not top off the tank of the vehicle once the nozzle has shut off the fuel.  Follow the procedures outlined in the Spill Prevention and Response Procedure to respond to any leaks or spills.  Clean fuel dispensing areas with absorbent material.  Never use water to clean up a spill. Mobile Fuel Truck  Provide inlet protection (e.g., berms, weighted inlet covers) for nearby storm drain inlets when transferring fuel and fueling a vehicle.  Use secondary containment when transferring fuel from the tank truck to the fuel tank. All gas cans must be placed in the secondary containment box/pan and remain on the ground when fueling.  Use a funnel to transfer fuel to vehicles and equipment. After the transfer is complete, the funnel should be dried with a rag or placed in a container to avoid dripping fuel on the ground. Employee Training  Train applicable employees who fuel vehicles on this written procedure. Information regarding how to avoid and report spills will be presented during the training.  Periodically conduct refresher training on the SOP for applicable employees who fuel vehicles. Records The following records could be used to document activities performed:  Records of employee training with sign-in sheet. References Center for Watershed Protection, Municipal Pollution Prevention/Good Housekeeping Practices: Version 1.0, September 2008. City of Centennial SOP: Vehicle Fueling, August 2007. City of Lafayette Standard Operating Procedure: Vehicle and Equipment Fueling, March 2009. Mesa County, Municipal Operation and Maintenance Program, July 4, 2005. USEPA Menu of BMPs: Municipal Vehicle Fueling, cfpub.epa.gov/npdes/stormwater/menuofbmps/, accessed June 18, 2009. Page 3 of 3 Optional Additional Resources Municipal codes and ordinances that relate to vehicle fueling. Locations of approved offsite fueling stations. Locations of nearby spill kits. Spill Prevention Control and Countermeasures Plan. Page 1 of 4 Outdoor Fleet Maintenance Description Although it is recommended that fleet maintenance activities be conducted indoors or under cover, it is sometimes necessary to perform fleet maintenance outdoors (e.g., equipment is too large to fit inside the maintenance building, temporary repairs need to be made before the equipment can be moved to the maintenance building, breakdowns, service calls). Some potential pollutants typically associated with outdoor fleet maintenance activities include oil, antifreeze, brake fluid and cleaner, solvents, batteries, and fuels. Consult the Spill Prevention and Response procedure and the Vehicle Fueling procedure for additional information on those topics. When services are contracted, this written procedure should be provided to the contractor so they have the proper operational procedures. In addition, the contract should specify that the contractor is responsible for abiding by all applicable municipal, state, and federal codes, laws, and regulations. Procedures Fleet Maintenance  Fleet maintenance should be performed inside whenever possible.  If indoor maintenance is not possible, ensure maintenance is performed in a location where contact with stormwater is minimized, through berming and appropriate routing of drainage.  Provide inlet protection (berms, weighted inlet covers, etc.) for all adjacent inlets when work is occurring in close proximity to a storm drain inlet.  Have absorbent pads and drip pans accessible to capture leaks and spills during maintenance activities.  Keep equipment clean and do not allow excessive build-up of oil and grease. For More Information Name Address City, State Phone e-mail Possible Pollutants Metals Toxins Solvents (degreasers, paint thinners, etc.) Antifreeze Brake fluid and brake pad dust Battery acid Motor oil Fuel (gasoline, diesel, kerosene) Lubricating grease Good Housekeeping Drip pans Tarps Covered outdoor storage areas Page 2 of 4  Perform regular preventative maintenance to minimize the occurrence of leaks and major repairs.  Recycle and/or dispose of all wastes properly and promptly.  Do not dump any liquids or other materials outside, especially near or in storm drains or ditches. Sweep and pick up trash and debris as needed.  Clean up spills promptly using dry methods (do not hose down). Consult the Spill Prevention and Response procedure for more information. Cleanup is completed only after absorbent and rags are disposed of properly. Body Repair and Painting  Whenever possible, conduct all body repair and painting work indoors.  Use dry cleanup methods such as vacuuming or sweeping to clean up all metal filings, dust, and paint chips from grinding, shaving, and sanding. Dispose of the waste properly. Debris from wet sanding can be allowed to dry overnight, then swept and vacuumed. Liquid from wet sanding should not be allowed to enter the storm drain. Never discharge these wastes to the storm or sanitary sewer systems.  Minimize waste from paints and thinners by carefully calculating paint needs based on surface area and using the proper sprayer cup size.  Clean spray guns in a self-contained cleaner. Do not dispose of cleaner waste in the storm drain.  Use sanding tools equipped with vacuum capability (if available) to pick up debris and dust. Material Management  Store maintenance materials and waste containers (e.g., used oil and antifreeze) in labeled containers under cover or in secondary containment (e.g., double-walled tanks). Chemicals should not be combined in containers.  All hazardous wastes must be labeled and stored according to hazardous waste regulations.  Carefully transfer fluids from collection devices to designated storage areas as soon as possible. Do not store the transferred fluids adjacent to the containers.  Store new batteries securely to avoid breakage and acid spills.  Store used batteries indoors or in secondary containment to contain potential leaks. Recycle used batteries.  Conduct periodic inspections of storage areas to detect possible leaks. Page 3 of 4  Do not wash or hose down the storage area except in areas where the wash water will only enter the sanitary sewer drain as an approved discharge. Use dry clean-up methods as often as possible.  Keep lids on waste barrels and containers, and store them indoors or under cover to reduce exposure to rain.  Periodically inspect and maintain all pretreatment equipment, including sumps, separators, and grease traps to ensure proper functioning. Parts Cleaning  Use designated areas for engine, parts, or radiator cleaning. Do not wash or rinse parts outdoors. If parts cleaning equipment is not available, use drip pans or other containment to capture parts cleaning fluids.  Use steam cleaning or pressure washing of parts whenever possible instead of solvent cleaning.  When steam cleaning or pressure washing is used, only discharge wastewater to an oil/water separator connected to the sanitary sewer.  When using solvents, rinse and drain parts over the designated solvent tank so that fluids will not drip or spill onto the floor. Use drip boards or pans to catch excess solutions and divert them back to the tank. Allow parts to dry over the hot tank.  Recycle cleaning solution when it becomes too dirty to use. Never discharge cleaning waste to the storm or sanitary sewer systems. Vehicle and Equipment Washing  Vehicles should be washed, whenever possible, in the municipality’s vehicle and equipment wash area/bay or taken to a commercial car wash. Employee Training  Train applicable employees on this written procedure. Information regarding how to avoid and report spills will be presented during the training.  Periodically conduct refresher training on the SOP for applicable employees who perform outdoor vehicle maintenance. Records The following records could be used to document activities performed:  Record of any major spills and the action taken.  Records of employee training with sign-in sheet.  Heavy equipment and vehicle maintenance logs. Page 4 of 4 References Center for Watershed Protection, Municipal Pollution Prevention/Good Housekeeping Practices: Version 1.0, September 2008. City of Centennial SOP: Vehicle and Equipment Storage SOP, August 2007. City of Centennial SOP: Vehicle Maintenance SOP, August 2007. City of Centennial SOP: Vehicle Washing SOP, August 2007. City of Golden. Fleet Maintenance Standard Operating Procedure, July 29, 2007. City of Lafayette Standard Operating Procedure: Vehicle and Equipment Maintenance Repair, March 2009. City of Lafayette Standard Operating Procedure: Vehicle and Equipment Washing, March 2009. Mesa County, Municipal Operation and Maintenance Program, July 4, 2005. Partners for a Clean Environment. Stormwater Protection: Vehicle Repair. Spring 2009. USEPA Menu of BMP: Municipal Vehicle and Equipment Maintenance, cfpub.epa.gov/npdes/stormwater/menuofbmps/, accessed May 27, 2009. USEPA Menu of BMP: Municipal Vehicle and Equipment Washing, cfpub.epa.gov/npdes/stormwater/menuofbmps/, accessed May 27, 2009. Optional Additional Resources Municipal codes and ordinances that relate to fleet maintenance. Chemical purchasing policies. Guidelines for staff to dedicate a percentage of their time to vehicle and equipment maintenance. Specific directions on how to use the municipality’s vehicle wash area. Spill Prevention Control and Countermeasures Plan. Page 1 of 4 Heavy Equipment and Vehicle Maintenance Description Regular maintenance of municipal vehicles and equipment, or municipality-contracted vehicles and equipment prolongs the life of the municipality’s assets and prevents the leaking of hazardous fluids commonly associated with normal wear and tear of vehicles and equipment. Potential pollutants generated at vehicle maintenance facilities include oil, antifreeze, brake fluid and cleaner, solvents, batteries and fuels. When services are contracted, this written procedure should be provided to the contractor so they have the proper operational procedures. In addition, the contract should specify that the contractor is responsible for abiding by all applicable municipal, state, and federal codes, laws, and regulations. Procedures Maintenance activities should be performed inside a maintenance building unless the equipment is too large to fit inside or temporary repairs need to be made before the equipment can be moved to the maintenance building. Consult the Outdoor Fleet Maintenance procedure when it is necessary to perform repairs outside of the facility (breakdowns, service calls, etc.). Vehicle Storage  Monitor vehicles and equipment closely for leaks and use drip pans as needed until repairs can be performed.  When drip pans are used, check frequently to avoid overtopping and properly dispose of fluids.  Drain fluids from leaking or wrecked vehicles and from motor parts as soon as possible. Dispose of fluids properly. For More Information Name Address City, State Phone e-mail Possible Pollutants Metals Toxins Solvents (degreasers, paint thinners, etc.) Antifreeze Brake fluid and brake pad dust Battery acid Motor oil Fuel (gasoline, diesel, kerosene) Lubricating grease Good Housekeeping Drip pans Tarps Covered outdoor storage areas Secondary containment Proper disposal of used fluids Spill cleanup materials Dry cleanup methods Employee training Related Procedures Page 2 of 4 Vehicle Maintenance  Conduct routine inspections of heavy equipment and vehicles to proactively identify potential maintenance needs.  Perform routine preventive maintenance to ensure heavy equipment and vehicles are operating optimally.  Recycle or dispose of all wastes properly and promptly.  Do not dump any liquids or other materials outside, especially near or in storm drains or ditches. Sweep and pick up trash and debris as needed. Body Repair and Painting  Whenever possible, conduct all body repair and painting work indoors.  Use dry cleanup methods such as vacuuming or sweeping to clean up all metal filings, dust, and paint chips from grinding, shaving, and sanding, and dispose of the waste properly. Debris from wet sanding can be allowed to dry overnight on the shop floor, then swept or vacuumed. Never discharge these wastes to the storm or sanitary sewer system.  Minimize waste from paints and thinners by carefully calculating paint needs based on surface area and using the proper sprayer cup size.  Do not use water to control over-spray or dust in the paint booth unless this wastewater is collected. This water should be treated and permission granted by the wastewater treatment plant prior to discharge into the sanitary sewer system.  Do not dispose of spray gun cleaner waste in the storm drain.  Use sanding tools equipped with vacuum capability (if available) to pick up debris and dust. Material Management  Store maintenance materials and waste containers (e.g., used oil and antifreeze) in labeled containers under cover or in secondary containment (e.g., double-walled tanks). Chemicals should not be combined in containers.  All hazardous wastes must be labeled and stored according to hazardous waste regulations.  Carefully transfer fluids from collection devices to designated storage areas as soon as possible. Do not store the transferred fluids adjacent to the containers (for example, oil drip pans with used oil in them should not be placed next to the used oil tank).  Store new batteries securely to avoid breakage and acid spills.  Store used batteries indoors or in secondary containment to contain potential leaks. Recycle used batteries.  Conduct periodic inspections of storage areas to detect possible leaks. Page 3 of 4  Do not wash or hose down storage areas except where wash water will enter the sanitary sewer as an approved discharge. Use dry clean-up methods whenever possible.  Keep lids on waste barrels and containers, and store them indoors or under cover to reduce exposure to rain.  Periodically inspect and maintain all pretreatment equipment, including sumps, separators, and grease traps to ensure proper functioning. Parts Cleaning  Use designated areas for engine, parts, or radiator cleaning. Do not wash or rinse parts outdoors. If parts cleaning equipment is not available, use drip pans or other containment to capture parts cleaning fluids.  Use steam cleaning or pressure washing of parts whenever possible instead of solvent cleaning.  When steam cleaning or pressure washing, only discharge wastewater to an oil/water separator connected to the sanitary sewer.  When using solvents to clean parts, rinse and drain parts over the designated solvent tank so that fluids will not drip or spill onto the floor. Use drip boards or pans to catch excess solutions and divert them back to the tank. Allow parts to dry over the hot tank.  Recycle cleaning solution when it becomes too dirty to use. Never discharge cleaning waste to the sanitary sewer or storm sewer. Vehicle and Equipment Washing  Vehicles should be washed in the municipality’s vehicle and equipment wash area/bay or taken to a commercial car wash. Employee Training  Train applicable employees who perform heavy equipment and vehicle maintenance on this written procedure. Information regarding how to avoid and report spills will be presented during the training.  Periodically conduct refresher training on the SOP for applicable employees who perform heavy equipment and vehicle maintenance. Records The following records could be used to document activities performed:  Record of any major spills and the action taken.  Records of employee training with sign-in sheet.  Heavy equipment and vehicle maintenance logs Page 4 of 4 References Center for Watershed Protection, Municipal Pollution Prevention/Good Housekeeping Practices: Version 1.0, September 2008. City of Centennial SOP: Vehicle and Equipment Storage SOP, August 2007. City of Centennial SOP: Vehicle Maintenance SOP, August 2007. City of Centennial SOP: Vehicle Washing SOP, August 2007. City of Golden. Fleet Maintenance Standard Operating Procedure, July 29, 2007. City of Lafayette Standard Operating Procedure: Vehicle and Equipment Maintenance Repair, March 2009. City of Lafayette Standard Operating Procedure: Vehicle and Equipment Washing, March 2009. Mesa County, Municipal Operation and Maintenance Program, July 4, 2005. Partners for a Clean Environment. Stormwater Protection: Vehicle Repair. Spring 2009. USEPA Menu of BMP: Municipal Vehicle and Equipment Maintenance, cfpub.epa.gov/npdes/stormwater/menuofbmps/, accessed May 27, 2009. USEPA Menu of BMP: Municipal Vehicle and Equipment Washing, cfpub.epa.gov/npdes/stormwater/menuofbmps/, accessed May 27, 2009. Optional Additional Resources Municipal codes and ordinances that relate to vehicle and equipment maintenance. Chemical purchasing policies. Loading and unloading bulk materials. Guidelines for staff to dedicate a percentage of their time to vehicle and equipment maintenance. Specific directions on how to use the municipality’s vehicle wash area. Spill Prevention Control and Countermeasures Plan. Material Storage Outdoor Fleet Maintenance Spill Prevention and Response Street Sweeper Cleaning and Waste Vehicle Fueling Vehicle Washing Secondary containment Proper disposal of used fluids Spill cleanup materials Dry cleanup methods Employee training Related Procedures Heavy Equipment and Vehicle Maintenance Material Storage Spill Prevention and Response Vehicle Fueling Construction Utilities and Storm Sewer System Replacement and Construction Vehicle Fueling Street, Curb, and Gutter Replacement and Construction Utilities and Storm Sewer System Replacement and Construction Vehicle Fueling Material Storage Materials Management Outdoor Vehicle Maintenance Vehicle Fueling Waste Street, Curb and Gutter Maintenance Maintenance Spill Prevention and Response Street, Curb, and Gutter Replacement and Construction Utilities and Storm Sewer System Replacement and Construction Vehicle Fueling None None unless non- competitive award None None unless non- competitiv e award None None unless non- competitive award II Non State Grantees a. Contracts below SAT ($100,000) b. Contracts above $100,000/Capital Projects Yes3 Yes3 Those imposed on non-state Grantee pass thru to Contractor Yes Yes Yes Yes Yes Yes Yes Yes Sources of Authority: 1 49 USC 5325 (a) 2 49 CFR 633.17 3 18 CFR 18.36 (i) Square Foot 25 $ - 608.42 Concrete Staining/Sealing Square Foot 25 $ - 608.43 Expansion and Caulking Lineal Foot 50 $ - 608.44 Joint Sealant (Pavement) Lineal Foot 50 $ - 608.45 Irrigation Sleeve Lineal Foot 25 $ - 608.46 Dump Fee Ton 25 $ - 626.01 Mobilization – Invoices Under $500 Lump Sum 5 $ - 630.01 "NO PARKING" Sign With Stand Per Day Per Each 25 $ - 630.02 Vertical Panel Without Light Per Day Per Each 25 $ - 630.03 Channelizing Barrels Per Day Per Each 25 $ - 630.04 Type I/II Barricade Without Light Per Day Per Each 25 $ - 630.05 Type III Barricade Without Light Per Day Per Each 10 $ - 608.14 Mountable Curb – Epoxy Lineal Foot 25 $ - 608.15 Pedestrian Access Ramp Square Foot 300 $ - 608.16 Pedestrian Access Ramp, Highback Curb Square Foot 50 $ - 608.17 Truncated Dome Panel Square Foot 25 $ - 608.18 Apron - 8" Square Foot 20 $ - 608.19 Crosspan - 8" Square Foot 20 $ - 608.20 Valley Pan - 6" Square Foot 20 $ - 608.21 Flatwork - 4" Square Foot 25 $ - 608.22 Flatwork - 6" Square Foot 100 $ - 608.23 Replace Flatwork - 1" Additional Depth Square Foot 960 $ - 608.24 Concrete Pavement 8" (Joints Sealed) Square Foot 500 $ - Lineal Foot 5 $ - 604.19 Modified Type 13 Curb Inlet – Materials only - (Frame, Grate, & adjustable bonnet (East Jordan Iron Works 7030 or Equivalent Material) Each 2 $ - Yard 25 $ - 203.02 Excavation - General Over 50 CY Cubic Yard 100 $ - 203.03 Excavation - Walls Only Cubic Yard 25 $ - 203.04 Excavation - New Inlet Each 1 $ - 203.05 Borrow - Less than 100 Ton Ton 25 $ - 203.06 Borrow - Over 100 Ton Ton 100 $ - 208.01 Stormwater Protection - Rock Filled Wattle Lineal Foot 25 $ - 208.02 Stormwater Protection - Recycled Rubber Filled Wattle Lineal Foot 25 $ - 208.03 Stormwater Protection - Straw Bales Each 25 $ - 210.01 Reset Flagstone Square Foot 50 $ - 210.02 Reset Brick Pavers Square Foot 250 $ - BID SCHEDULE 2 - FEDERAL REQUIREMENTS WITH DAVIS BACON Unit Price Total Item No. Description Unit Contract Quantity 626.01 Mobilization – Invoices Under $500 Lump Sum 25 $ - 627.02 Truck and Equipment Time Hour 62 $ - 627.03 Trip Hazard Removal - Precision Concrete Grinding (Maximum 2" height) Lineal Foot 600 $ - 630.01 "NO PARKING" Sign With Stand Per Each Per Day 375 $ - 630.02 Vertical Panel Without Light Per Each Per Day 400 $ - 630.03 Channelizing Barrels Per Each Per Day 650 $ - 630.04 Type I/II Barricade Without Light Per Each Per Day 800 $ - 630.05 Type III Barricade Without Light Per Each Per Day 25 $ - 630.06 Size A Sign With Stand Per Each Per Day 350 $ - 630.07 Size B Sign With Stand Per Each Per Day 75 $ - 630.08 Size A Specialty Sign - Cost of Manufacturing Each 2 $ - 630.09 Size B Specialty Sign - Cost of Manufacturing Each 2 $ - 100 $ - 608.15 Pedestrian Access Ramp Square Foot 750 $ - 608.16 Pedestrian Access Ramp, Highback Curb Square Foot 375 $ - 608.17 Truncated Dome Panel Square Foot 100 $ - 608.18 Apron - 8" Square Foot 1450 $ - 608.19 Crosspan - 8" Square Foot 1200 $ - 608.20 Valley Pan - 6" Square Foot 500 $ - 608.21 Flatwork - 4" Square Foot 1,850 $ - 608.22 Flatwork - 6" Square Foot 3,800 $ - 608.23 Replace Flatwork - 1" Additional Depth Square Foot 250 $ - 608.24 Concrete Pavement 8" (Joints Sealed) Square Foot 1,500 $ - 608.25 Alley Approach - 8" Square Foot 1000 $ - 608.26 Enhanced Crosswalk - 10" Tile Red Square Foot 450 $ - 608.27 Enhanced Crosswalk - 10" San Diego Buff Square Foot 450 $ - 608.28 Enhanced Crosswalk - 10" Brick Red, Stamped Square Foot 450 $ - 608.29 Colored Trail with Fibermesh - 5" Yosemite Brown Square Foot 400 $ - 608.30 Mow Strip - 4" x 12" Lineal Foot 150 $ - Foot 10 $ - 604.19 Modified Type 13 Curb Inlet – Materials only - (Frame, Grate, & adjustable bonnet (East Jordan Iron Works 7030 or Equivalent Material) Each 5 $ - 604.20 Concrete Sidewalk Culvert – 4’ opening Each 5 $ - 604.21 Metal Sidewalk Culvert - 2' Opening, Remove & Replace Each 4 $ - 604.22 Metal Sidewalk Culvert - 2' Opening, Materials Only Each 5 $ - Cubic Yard 25 $ - 203.02 Excavation - General Over 50 CY Cubic Yard 125 $ - 203.03 Excavation - Walls Only Cubic Yard 100 $ - 203.04 Excavation - New Inlet Each 5 $ - 203.05 Borrow - Less than 100 Ton Ton 50 $ - 203.06 Borrow - Over 100 Ton Ton 125 $ - 207.01 Imported Topsoil Cubic Yard 25 $ - 208.01 Stormwater Protection - Rock Filled Wattle Lineal Foot 100 $ - 208.02 Stormwater Protection - Recycled Rubber Filled Wattle Lineal Foot 25 $ - 208.03 Stormwater Protection - Straw Bales Each 5 $ - 210.01 Reset Flagstone Square Foot 100 $ - 210.02 Reset Brick Pavers Square Foot 250 $ - 210.03 Adjust Manhole Each 10 $ - ItemDescription No. BID SCHEDULE 1 - BASE BID (Non-Federal) Contract Quantity Unit Unit Price Total