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HomeMy WebLinkAbout459545 HOMELAND FENCE & SECURITY (LESONDAK CONSTR) - CONTRACT - BID - 7045 POWER TRAIL FENCING KEENLAND DRIVE TO TRILBY ROADr SERVICES AGREEMENT 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 Homeland Fence and Security, 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: Scope of Services. The Service Provider agrees to provide services in accordance with the scope of services attached hereto as Exhibit "A", consisting of twenty one (21) pages and incorporated herein by this reference. 2. The Work Schedule. The services to be performed pursuant to this Agreement shall be performed in accordance with the Work Schedule attached hereto as Exhibit "B", consisting of one (1) pages, and incorporated herein by this reference. 3. Time of Commencement and Completion of Services. The services to be performed pursuant to this Agreement shall be initiated upon execution of this Agreement. Services shall be completed no later than September 14th, 2009. Time is of the essence. Any extensions of the time limit set forth above must be agreed upon in a writing signed by the parties. 4. Delay. If either party is prevented in whole or in part from performing its obligations by unforeseeable causes beyond its reasonable control and without its 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. 5. Early Termination by City/Notice. 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 delivered at least fifteen (15) days prior to the termination date contained in said notice unless otherwise agreed in writing by the parties. All SA rev07/08 1.05 Project Cleanup A. The Contractor is responsible to maintain the construction site in a clean and orderly condition from the start of the project to completion. Daily cleanups are required. 1. The City may require Contractor to perform cleanup within 100 feet of the progress of the work and perform cleanup of the site daily prior to work stoppage. B. Store volatile wastes in covered containers and dispose off -site. 1. Provide on -site covered containers for the collection of waste materials, debris and rubbish. 2. Neatly store construction materials, such as concrete forms, when not in use. C. Wastes shall not be buried or burned on the site or disposed of into storm drains, sanitary sewers, streams or waterways. D. At project completion the Contractor shall remove all equipment, materials, and debris from the site including toilets and dumpsters. Areas around work sites shall be cleaned with dirt and grass surfaces raked clean of any slag from the Contractor's operations. Broom clean exterior paved surfaces. Remaining dirt and fill material shall be removed, or may be scattered, with the approval of the City. 1.06 Trash Removal A. All non -salvageable items and trash shall be hauled off the site and disposed of in accordance with applicable state and local regulations. Items shall be transported in tarp -covered or closed vehicles. Any materials dropped or blown off vehicles shall be picked up immediately by Contractor. 1.07 Verification of Dimensions A. The Contractor shall he responsible for the coordination and proper relation of the work. He shall field verify all dimensions and advise the City of any discrepancies prior to proceeding with that phase of the work. 1.08 Fire Hydrants A. Fire Hydrant Connections: City's permission is required for connection to fire hydrants. Only compatible adapters shall be utilized for hydrant connections. A gate valve shall be provided and installed by the Contractor between the hydrant and supply hoses to control flow. Connection shall include backflow protection. Temporary connections to fire hydrants shall he disconnected at the end of each working day. No quick closing valves such as plug or butterfly valves will he used. 1.09 Outages A. Utility outages necessitated by the work shall be requested in writing at least fifteen (15) working days prior to the proposed outage. The request shall be directed to the City and shall stipulate the specific utility system(s) and circuits to be affected, the location of the work, the time at which the shutdown will occur, and the duration of the outage for each system. Outages shall be kept to a minimum both in number and in duration. Where multiple outages are required, as many outages as can be accurately scheduled shall he submitted as a group. 1.10 Fill Material A. Excess fill material, including rock, gravel, sod, broken concrete or asphalt, plaster, etc., shall be hauled off the site and disposed of in accordance with applicable State and local regulations. B. Additional fill material, if required, shall be hauled to the site from off the site as a necessary part of the work. Material composition shall be subject to the requirements of the specifications. 1.11 Parking A. Parking of the Contractor's vehicles shall be restricted to an area designated by the City. 1.12 Telephone A. Business Telephone: At the beginning of construction, the Contractor shall provide the City with a telephone number at which the Contractor or his representative may be contacted at any time during regular working hours. The Contractor shall also provide a phone number for after -duty hours contact. 1.13 Sanitary Provisions A. The Contractor shall provide temporary toilets for the use of construction personnel. Location, type, proposed maintenance, etc., shall be approved by the City prior to placing toilets. Temporary toilets shall be removed at the completion of construction and the adjacent area restored to the condition existing prior to the start of construction or as indicated on the plans. 1.14 Pollution Abatement A. Transporting materials to or from the site shall be accomplished in a manner preventing materials or particles from becoming airborne. Earth materials shall be covered, wetted or otherwise protected. Gravel, sand and concrete shall be contained within vehicles to prevent spillage. B. Prevent the deposit of dirt, mud or debris on improved streets and roads, and remove all should such deposition occur. C. Burning of any material on site is prohibited. D. Stream beds, lakes, drainage ways, sanitary and storm sewers, etc., shall not be polluted by fuels, oils, bitumen, acids, or other harmful materials. Surface drainage from the construction site, which contains harmful amounts of sediment, shall not be allowed to drain onto adjacent areas. All grading shall be accomplished to allow sedimentation to settle out prior to flowing onto adjacent areas. E. Flushing of concrete trucks is allowed only at the project site or the designated contractor storage area, with the responsibility of control and cleanup resting with the Contractor. F. Toxic, corrosive and flammable materials for construction other than specified shall not be used without prior approval of the City of Fort Collins. When approved, disposal of these materials or their containers will be off site and conform to state and federal regulations. 1.15 Protection of Property A. Initiate, maintain and supervise necessary protection to prevent damage, injury or loss to: 1. The Work and materials and equipment to be incorporated in the project, whether in storage on or off the site: and 2. Property at the site or adjacent thereto, including fences, patios, driveways, sidewalks, pavement, trees, shrubs, lawns, walks, structures, utilities and underground facilities not designated for removal, relocation or replacement in the course of construction. B. Maintain, protect, and support existing utilities and other appurtenances against damage by shoring, bracing, or other means. C. Do not stockpile excavated material against existing appurtenances. 1.16 Survey Requirements A. City of Fort Collins shall perform all surveying necessary to complete the work. 1.17 Construction Superintendent A. The construction superintendent shall be at the job site any time work is being accomplished by any of the trades. PART 2 - MATERIALS (Not Used) PART 3 - EXECUTION (Not Used) PART 4 - MEASUREMENT & PAYMENT (Not Used) END OF SECTION DIVISION 1 SECTION 01100 - SUMMARY OF WORK PART 1 - GENERAL 1.01 Description of Work A. Power Trail Fence — Keenland Dr. to Trilby Rd. The contract documents provide for construction of field fabric fence along the Union Pacific Railroad R.O.W and Platte River Power Authority's easement line. Golf barrier is located east along the tee boxes of the 11 th hole of Southridge Greens Golf Course. Surveying for the fence and golf barrier will be provided by the City of Fort Collins. B. 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. 1.02 Notices to Private Owners and Authorities A. Notify private owners of adjacent property, utilities, affected governmental agencies, and school district when execution 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 to 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 that would affect their daily operation. E. Names and telephone numbers of affected agencies and utilities in the area are listed below for Contractor's convenience. Water - City of Fort Collins, Colorado 221-6681 Storm Sewer - City of Fort Collins, Colorado 221-6605 Sanitary Sewer - City of Fort Collins, Colorado 221-6681 Electrical - City of Fort Collins, Colorado 482-5922, 221-8553 Gas - Public Service Company of Colorado 482-5922, 221-8553 Telephone - U.S. West Communications 484-0300, 226-6310 Roads - City of Ft. Collins, Colorado 221-6815 Cable Television — AT&T Cable Services 493-7400 Utility Locates - One -call System 1-800-922-1987 Safety - Occupational Safety and Health Administration (OSHA) 844-3061 Fire - Poudre Fire Authority Non -Emergency 221-6581/ Emergency 911 Police - City of Fort Collins Police Department Non -Emergency 221-6550 / Emergency 911 Larimer County Sheriffs Department - Non -Emergency 221-7177 Postmaster - United States Postal Service 482-2837 Ambulance - Poudre Valley Hospital Non -Emergency 484-1227 / Emergency 911 Public Transportation - TransFort 221-6620 Traffic Control - Traffic Engineering 221-6815 PART 2 - MATERIALS (Not Used) PART 3 - EXECUTION (Not Used) PART 4 - MEASUREMENT & PAYMENT (Not Used) END OF SECTION EXHIBIT A SCOPE OF SERVICES TABLE OF CONTENTS TECHNICAL SPECIFICATIONS DIVISION 1 GENERAL REQUIREMENTS Schedule of Drawings Section 01000 Project Summary Section 01100 Summary of Work Section 01800 Definition of Bid Items DIVISION 2 SITEWORK Section 02820 Golf Barrier Section 02830 Fences and Gates DRAWINGS and MAPS Detail - 1 Field Fabric Fence Detail - 2 Field Fabric Fence Brace Section Detail - 3 Golf Barrier & Location, Layout Plan Power Trail Fence Location Map DIVISION 1 SECTION 01000 — PROJECT SUMMARY PART 1 - GENERAL 1.01 Scope A. This section contains general requirements that are applicable to this project. 1.02 Description of Work A. The Contractor shall provide all labor, materials and equipment necessary to perform the work items called for on the bid schedule. 1.03 City Furnished Materials A. None. 1.04 Conditions of Work Conditions of Work A. Qualifications for Bidding: The Contractor must meet minimum qualifications as a condition for bidding the Work. In addition to any other stated requirements the Contractor must be an established single company for three (3) or more years. The Contractor must list a minimum of three (3) projects similar in scope and size, as well as provide the contact information for each of the referenced projects. Providing contact information that is inaccurate or incomplete will disqualify the referenced project and may disqualify the bid from award. Please provide the following: Project Name: Owner: Timeline of Construction thru completion: Project Contact for Construction Reference: B. Area of Work: The Contractor shall confine his operations to the immediate work area. Material storage shall be confined to areas shown on the Drawings or designated by the City. C. Regulations: The Contractor shall comply with all applicable Federal, State, and local regulations pertaining to safety, traffic control, fire prevention, erosion control and environmental protection. D. Working Hours: The Contractor's working hours shall be between 7:00 a.m. and 5:00 p.m., with no work on weekends or Federal holidays, unless otherwise approved by the City. E. Material Storage: The Contractor's material and equipment storage site shall be limited to the area of the project site. The area shall be kept orderly and free of litter 1.05 Project Cleanup A. The Contractor is responsible to maintain the construction site in a clean and orderly condition from the start of the project to completion. Daily cleanups are required. 1. The City may require Contractor to perform cleanup within 100 feet of the progress of the work and perform cleanup of the site daily prior to work stoppage. B. Store volatile wastes in covered containers and dispose off -site. 1. Provide on -site covered containers for the collection of waste materials, debris and rubbish. 2. Neatly store construction materials, such as concrete forms, when not in use. C. Wastes shall not be buried or burned on the site or disposed of into storm drains, sanitary sewers, streams or waterways. D. At project completion the Contractor shall remove all equipment, materials, and debris from the site including toilets and dumpsters. Areas around work sites shall be cleaned with dirt and grass surfaces raked clean of any slag from the Contractor's operations. Broom clean exterior paved surfaces. Remaining dirt and fill material shall be removed, or may be scattered, with the approval of the City. 1.06 Trash Removal A. All non -salvageable items and trash shall be hauled off the site and disposed of in accordance with applicable state and local regulations. Items shall be transported in tarp -covered or closed vehicles. Any materials dropped or blown off vehicles shall be picked up immediately by Contractor. 1.07 Verification of Dimensions A. The Contractor shall he responsible for the coordination and proper relation of the work. He shall field verify all dimensions and advise the City of any discrepancies prior to proceeding with that phase of the work. 1.08 Fire Hydrants A. Fire Hydrant Connections: City's permission is required for connection to fire hydrants. Only compatible adapters shall be utilized for hydrant connections. A gate valve shall be provided and installed by the Contractor between the hydrant and supply hoses to control flow. Connection shall include backflow protection. Temporary connections to fire hydrants shall he disconnected at the end of each working day. No quick closing valves such as plug or butterfly valves will he used. 1.09 Outages A. Utility outages necessitated by the work shall be requested in writing at least fifteen (15) working days prior to the proposed outage. The request shall be directed to the City and shall stipulate the specific utility system(s) and circuits to be affected, the location of the work, the time at which the shutdown will occur, and the duration of the outage for each system. Outages shall be kept to a minimum both in number and in duration. Where multiple outages are required, as many outages as can be accurately scheduled shall he submitted as a group. 1.10 Fill Material A. Excess fill material, including rock, gravel, sod, broken concrete or asphalt, plaster, etc., shall be hauled off the site and disposed of in accordance with applicable State and local regulations. B. Additional fill material, if required, shall be hauled to the site from off the site as a necessary part of the work. Material composition shall be subject to the requirements of the specifications. 1.11 Parking A. Parking of the Contractor's vehicles shall be restricted to an area designated by the City. 1.12 Telephone A. Business Telephone: At the beginning of construction, the Contractor shall provide the City with a telephone number at which the Contractor or his representative may be contacted at any time during regular working hours. The Contractor shall also provide a phone number for after -duty hours contact. 1.13 Sanitary Provisions A. The Contractor shall provide temporary toilets for the use of construction personnel. Location, type, proposed maintenance, etc., shall be approved by the City prior to placing toilets. Temporary toilets shall be removed at the completion of construction and the adjacent area restored to the condition existing prior to the start of construction or as indicated on the plans. 1.14 Pollution Abatement A. Transporting materials to or from the site shall be accomplished in a manner preventing materials or particles from becoming airborne. Earth materials shall be covered, wetted or otherwise protected. Gravel, sand and concrete shall be contained within vehicles to prevent spillage. B. Prevent the deposit of dirt, mud or debris on improved streets and roads, and remove all should such deposition occur. C. Burning of any material on site is prohibited. D. Stream beds, lakes, drainage ways, sanitary and storm sewers, etc., shall not be polluted by fuels, oils, bitumen, acids, or other harmful materials. Surface drainage from the construction site, which contains harmful amounts of sediment, shall not be allowed to drain onto adjacent areas. All grading shall be accomplished to allow sedimentation to settle out prior to flowing onto adjacent areas. E. Flushing of concrete trucks is allowed only at the project site or the designated contractor storage area, with the responsibility of control and cleanup resting with the Contractor. F. Toxic, corrosive and flammable materials for construction other than specified shall not be used without prior approval of the City of Fort Collins. When approved, disposal of these materials or their containers will be off site and conform to state and federal regulations. 4 1.15 Protection of Property A. Initiate, maintain and supervise necessary protection to prevent damage, injury or loss to: 1. The Work and materials and equipment to be incorporated in the project, whether in storage on or off the site: and 2. Property at the site or adjacent thereto, including fences, patios, driveways, sidewalks, pavement, trees, shrubs, lawns, walks, structures, utilities and underground facilities not designated for removal, relocation or replacement in the course of construction. B. Maintain, protect, and support existing utilities and other appurtenances against damage by shoring, bracing, or other means. C. Do not stockpile excavated material against existing appurtenances. 1.16 Survey Requirements A. City of Fort Collins shall perform all surveying necessary to complete the work. 1.17 Construction Superintendent A. The construction superintendent shall be at the job site any time work is being accomplished by any of the trades. PART 2 - MATERIALS (Not Used) PART 3 - EXECUTION (Not Used) PART 4 - MEASUREMENT & PAYMENT (Not Used) END OF SECTION notices provided under this Agreement shall be effective when mailed, postage prepaid and sent to the following addresses: City: Copy to: Service Provider: City of Fort Collins City of Fort Collins Homeland Fence and Security Attn: Purchasing Attn: Craig Kisling Attn: Mr. Steve Lesondak PO Box 580 PO Box 580 2508 Zurich Drive Fort Collins, CO 80522 Fort Collins, CO 80522 Fort Collins, CO 80524 In the event of early termination by the City, the Service Provider shall be paid for services rendered to the date of termination, 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. 6. Contract Sum. The City shall pay the Service provider for the performance of this Contract, subject to additions and deletions provided herein, the sum of Thirty Three Thousand Six Hundred Seventy Eight Dollars ($33,678.00) per the attached Exhibit "C", consisting of one (1) page, and incorporated herein by this reference. 7. City Representative. The City will designate, prior to commencement of the work, its representative who shall make, within the scope of his or her authority, all necessary and proper decisions with reference to the services provided under this agreement. All requests concerning this agreement shall be directed to the City Representative. 8. Independent Service provider. The services to be performed by Service Provider are those of an independent service provider and not of an employee of the City of Fort Collins. The City shall not be responsible for withholding any portion of Service Provider's compensation hereunder for the payment of FICA, Workmen's Compensation or other taxes or benefits or for any other purpose. 9. 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 VA SA rev07/08 DIVISION 1 SECTION 01100 - SUMMARY OF WORK PART 1 - GENERAL 1.01 Description of Work A. Power Trail Fence — Keenland Dr. to Trilby Rd. The contract documents provide for construction of field fabric fence along the Union Pacific Railroad R.O.W and Platte River Power Authority's easement line. Golf barrier is located east along the tee boxes of the 11 th hole of Southridge Greens Golf Course. Surveying for the fence and golf barrier will be provided by the City of Fort Collins. B. 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. 1.02 Notices to Private Owners and Authorities A. Notify private owners of adjacent property, utilities, affected governmental agencies, and school district when execution 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 to 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 that would affect their daily operation. E. Names and telephone numbers of affected agencies and utilities in the area are listed below for Contractor's convenience. Water - City of Fort Collins, Colorado 221-6681 Storm Sewer - City of Fort Collins, Colorado 221-6605 Sanitary Sewer - City of Fort Collins, Colorado 221-6681 Electrical - City of Fort Collins, Colorado 482-5922, 221-8553 Gas - Public Service Company of Colorado 482-5922, 221-8553 Telephone - U.S. West Communications 484-0300, 226-6310 Roads - City of Ft. Collins, Colorado 221-6815 Cable Television — AT&T Cable Services 493-7400 Utility Locates - One -call System 1-800-922-1987 Safety - Occupational Safety and Health Administration (OSHA) 844-3061 Fire - Poudre Fire Authority Non -Emergency 221-6581/ Emergency 911 Police - City of Fort Collins Police Department Non -Emergency 221-6550 / Emergency 911 Larimer County Sheriffs Department - Non -Emergency 221-7177 Postmaster - United States Postal Service 482-2837 Ambulance - Poudre Valley Hospital Non -Emergency 484-1227 / Emergency 911 Public Transportation - TransFort 221-6620 Traffic Control - Traffic Engineering 221-6815 PART 2 - MATERIALS (Not Used) PART 3 - EXECUTION (Not Used) PART 4 - MEASUREMENT & PAYMENT (Not Used) END OF SECTION DIVISION 1 SECTION 01800 — DEFINITION OF BID ITEMS The following items describe the scope of work for this contract and are further clarified through limit -of -work lines, notes on the drawings, and specifications. The work described in each Bid Item may contain work from one or several technical specification sections. The contractor shall refer to the technical specifications that apply to the individual components. Bid Item 1 — Field Fabric Fence The Contractor shall furnish all labor, materials, and equipment to install field fabric fencing with horse fabric according to drawing and specifications. Bid includes lumber, fabric, grounding rod, concrete, minor earthwork and cleanup. Bid Item 2 — Field Fabric Fence Bracing Section The Contractor shall furnish all labor, materials, and equipment to install bracing for field fabric fencing according to drawings and specifications. Bid includes lumber, fabric, concrete, minor earthwork, wire and cleanup. Bid Item 3 — Golf Barrier Includes all labor and materials to install a section of 12' x 400' golf barrier located east along the 11 th fairway of Southridge Greens Golf Course. END OF SECTION END OF DIVISION 1 DIVISION 2 SECTION 02820 — GOLF BARRIER PART 1 - GENERAL Description of Work This work shall consist of furnishing and installing poles and netting per this specification and drawings. Work includes minor excavation, concrete, poles, netting, site clean up, and all appurtenances for a complete project. PART 2: MATERIALS 2.01 Fence Fabric and Hardware Netting Netting shall be "Redden #970 Polyester Net, or equal. Polyester golf range netting shall have a minimum 159-lb. single mesh breaking strength; 1 1/8" mesh size, 1" single bar measure, four needle rasched knotless construction, treated with black resin bonding. Mesh break strength determined per ISO 1806. Netting to withstand 100-mph winds. All sections of netting component to be constructed of 3/8" braided black perimeter rope, minimum 2,200 lb. tensile breaking strength. Additionally, net panels shall have internally constructed vertical and horizontal ropes of the same material. All rope locations on the net panels shall correspond to the as built net panel suspension and support cables constructed to pole structures. All net panels shall be custom fabricated to as built measurements of pole/cable structure to provide a taut panel upon completion. Perimeter border rope and bib line/verticals shall be braided synthetic cover with parallel synthetic core. Attachment of net and rope components shall be made with #36 braided polyester twine, minimum 270-lb. tensile strength, treated black. The attachment twine shall continually encompass the netting component and tied to the rope component via a clove and one half hitch knot +/- 6 inches on center, never to exceed 8 inches on center. Finished net panels shall be suspended to cables by rope component via a 9/32" or '/4" cadmium plated steel carabineer attachment snap, minimum 1, 1401b. or 560 lb. breaking strength. The interior of the snap shall encompass only the rope and cable components when suspension is completed. The interval between snap to cable attachment points shall not exceed 3 feet on center (snap size may vary to fit cable size(s) specified). Netting system shall be accompanied by a six -year manufacturer's warranty, not pro- rated. Netting system is available from Redden Marine Supply, Inc. Bellingham, WA, 1-800-426-9284, or engineers approved equal. 2.02 Poles Wood: Pressure treated southern pine, No. 2 grade, shall meet or exceed the following requirements: Bending (Fb) — 850 psi, Shear (Fv) — 165 psi, Moe — 1,200,000 PSI. 2.03 Concrete Piers Minimum depth for posts as indicated on drawings. Cylindrical holes. Excavate for the full depth of post diameter as indicated. Concrete shall have a minimum 28-day compressive strength of 3,000 psi. Aggregate shall conform to Standard Specification for Concrete Aggregate, ASTM C33-85. Any admixture, except air entraining agent, accelerators and retardants must be approved by the Engineer. Cement used shall conform to Standard Specifications for Portland Cement, ASTM C 150-85, AASHTO M 85, Type I, II or Type 1/11. Air -entraining agents shall conform to ASTM C 260-77 2.04 Fences near Electric Lines At each location where an electric line crosses a fence containing metal, grounding of the fencing shall be accomplished in accordance with the following: A galvanized or copper -coated steel grounding rod eight feet long with a minimum diameter of % inch shall be installed directly below the point of crossing. The rod shall be driven vertically until the top is six inches below the ground surface. A number six solid copper conductor or equivalent shall be used to connect each metal fence element to the grounding rod. The connections shall be either brazed or fastened with non- corrosive clamps approved by the Engineer. When a power line is within 500 feet and runs parallel or nearly parallel to the fence, the fence shall be grounded at each end, at gateposts, and at intervals not to exceed 1,500 feet. PART 3: SUBMITTALS 3.01 Certification Submit manufacturer's shop drawings and certification that products meet requirements of the specifications and drawings for City approval prior to installation. 10 PART 4: INSTALLATION A. Installation shall be per manufacturer's recommendations and requirements Netting Installation Instructions The following pages include the detail specifications required to build the infrastructure and installing the netting for a barrier netting system. Listed below are the steps in chronological order. 1. Review specifications and material. Layout material for each pole. If possible, drill all frame poles, including the vertical cable, prior to setting them in the ground. 2. Install vertical support cable on each pole. Using a hoist, tighten the vertical as tightly as possible. Install all other hardware on each pole as required. Be sure to include lock washers on all bolts. 3. Run out horizontal cables on the ground from one end to the other. Hang the horizontal cables at one end. While hanging the horizontal cables, also hang the down guy cable. 4. Moving along the line of poles place the horizontal cables in the top grove of the tree bolt clamps and finger tighten only. The cable must be able to slide back and forth, but not fall out of the clamp. Continue to last pole. 5. The helical pier ground anchors need to be installed, usually 7' to 8' behind each end pole. Once installed and prior to tightening the horizontal cables, pull the down guy cables tight and fasten them to the anchor with the performed cable grips. Make sure the end pole is straight and maybe even leaning very slightly towards the anchor. The down guy cables must be installed at each end and tightened prior to tightening the horizontal cables. 6. Tighten the horizontal cables using a hoist. Pull them to the recommended tension. Fasten them to the eye bolt or eye nut with a performed cable grip. 7. Lay out the netting. The netting is packaged in a box. The snaps will be in the box as well. There will be a tag on the netting near the top of the box. It will identify the corner of the netting. Attach the corner of the netting to the appropriate pole by snapping it to the vertical cable, feed out the netting along the line of poles to the opposite end. 8. Once the netting is stretched out, identify the top, center and bottom rib lines. Make sure the rib lines are on the side of the net facing the poles. Start placing the snaps on the border and rib lines. Try and install them all in the same direction. Place the snaps on the perimeter border every two to three feet, or approximately every four to six spaces. Place the snaps on the interior verticals and horizontals three feet apart or approximately every six spaces. 11 9. CAUTION: Do not try to install the netting during high winds. Begin hanging the netting at one end on the top horizontal. Fasten at least one snap on the end vertical. Continue to fasten the netting as you move along. When you reach the next pole, pull the netting tight and fasten the horizontal rib line to the vertical support cable. Tighten the three bolt clamps as you arrive at each pole. Now you can fasten the center rib line to the center horizontal support cable. Do the same thing in the next section. Do not fasten the bottom of the net until the entire top and bottom are snapped into place. The netting should be tight when installed and snapping the corners in place may require some tugging. You will notice some small spots where the netting is gathered, (spider webs). Small strands hooking onto other strands cause this. Simply pull them apart. They will eventually pull themselves apart if you can't reach them. Be sure to tighten all bolts and to use lock washers. The netting vibrates in the wind and will loosen bolts if not tightened properly. END OF SECTION 12 DIVISION 2 SECTION 02830 — FENCES AND GATES PART 1 - GENERAL Scope Furnish all labor, materials and equipment, and perform all operations required for the proper installation of fences and gates, including all concrete, earthwork, hardware, and other accessories as SHOWN ON THE DRAWINGS or specified in this section. Work includes cleanup of the site. Shop Drawings Submit shop drawings showing gate details. Obtain approval of Engineer before fabrication or installation. Submittals Submit manufacturer's product data for materials described in this section. PART 2: MATERIALS 2.05 Fence Fabric and Hardware A. Field Fabric Fence shall conform to the details and requirements SHOWN ON THE DRAWINGS. 2.06 Posts Wood Posts shall be of sound, seasoned wood, peeled and with ends cut as shown on the drawings. The posts and rails shall be straight and all knots trimmed flush with the surface. All dimensional timber and lumber required for fences and gates shall be sound, straight, and reasonably free from knots, splits, and shakes. All wood members are to be cedar; or treated wood, mill ACQ, or with a product approved by the City. The requirements for peeling and treating may be omitted for red cedar posts and rails. 2.07 Concrete Minimum depth for posts as indicated on drawings. Cylindrical holes. Excavate for the full depth of post, diameter as indicated. Concrete shall have a minimum 28-day compressive strength of 3,000 psi. Aggregate shall conform to Standard Specification for Concrete Aggregate, ASTM C33-85. Any admixture, except air entraining agent, accelerators and retardants must be approved by the Engineer. 13 Cement used shall conform to Standard Specifications for Portland Cement, ASTM C 150-85, AASHTO M 85, Type I, II or Type 1/11. Air -entraining agents shall conform to ASTM C 260-77 2.08 Fences near Electric Lines At each location where an electric line crosses a fence containing metal, grounding of the fencing shall be accomplished in accordance with the following: A galvanized or copper -coated steel grounding rod eight feet long with a minimum diameter of/z inch shall be installed directly below the point of crossing. The rod shall be driven vertically until the top is six inches below the ground surface. A number six solid copper conductor or equivalent shall be used to connect each metal fence element to the grounding rod. The connections shall be either brazed or fastened with non- corrosive clamps approved by the Engineer. When a power line is within 500 feet and runs parallel or nearly parallel to the fence, the fence shall be grounded at each end, at gateposts, and at intervals not to exceed 1,500 feet. PART 3: EXECUTION 3.02 Construction of Fence General: Construct fence to line and grades indicated. Construct fence in accordance with manufacturer's instructions and as specified. Stake post locations for review by Engineer before proceeding. Construct fence in a craftsman -like manner with skilled people experienced with this type of fence. Do not begin installation and erection of fence before final grading is completed, unless permitted by the Engineer. CONTRACTOR IS RESPONSIBLE FOR LOCATING AND FIELD VERIFYING UTILITIES. CONTRACTOR has the option of setting the wooden fence posts in concrete or driving the posts directly into undisturbed ground. Wood posts may be driven in place if the method of driving does not damage the post. Tree, brush, and other obstacles along the fence line that interfere with the fence shall be removed. Continuous grubbing or grading along the fence line shall not be done. Where possible, the fence shall be erected on natural ground. The clearing width shall be to the extent needed to install the fence. Disposal of clearing debris shall be off site at the contractor's expense. Where breaks in a run of fencing are required, or at intersections with existing fences, post spacing shall be adjusted to meet requirements for the type of closure. The bottom of the fence fabric shall generally follow the contour of the ground at 2 inches above finished grade. Grading shall be performed where necessary to provide a neat appearance. Where abrupt changes in the ground profile make it impractical to maintain the specified 2 inches of ground clearance, longer posts may be used and multiple strands of wire stretched thereon. At grade depressions, where stresses tend to pull posts from the ground, bracing shall be installed as SHOWN ON THE DRAWINGS. 14 Wire splicing shall be as SHOWN ON THE DRAWINGS All posts shall be repaired in accordance with approved procedures after cutting or drilling. Excavation: Excavate for concrete to dimensions indicated. Clear excavations of loose material. Dispose waste material on site as directed by the Engineer. Fence post setting: Set posts plumb and aligned in concrete footings. Settle concrete to eliminate voids, and slope to drain to adjacent grade. Allow concrete to cure a minimum of 72 hours before proceeding with work affecting the posts. All posts shall be set vertical and to the grade and alignment as SHOWN ON THE DRAWINGS. Top of posts shall not be cut unless approved by the Engineer. All field cuts, holes, etc. shall be treated with preservative matching existing treatment. Fabric: Pull fabric taut and secure to fence posts END OF SECTION 15 responsibilities nor delegate any duties arising under the Agreement without the prior written consent of the City. 10. 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 or benefits provided to the City under this Agreement or cause of action arising out of performance of this Agreement. 11. 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 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. 12. 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. 3 SA rev07/08 4" DIA. PRESSURE TREATED K7_ "\ ___l WOOD POST, ROUND �1111111 I111111111111111111111111111111111111111111111 IIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII 1111111 I111111111111111111111111111111111111111111111 1111111 I111111111111111111111111111111111111111111111 1111111 IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII 1111111 IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII 1111111 I111111111111111111111111111111111111111111111 I111111 IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII 111� IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII -COMPACTEDUNDISTURBED EARTH CONCRETE 1 I, 11- � AGGREGATE BASE Rev7/2009 16 48" HIGH, GALVANIZED, 2" x 4" TWISTED r7, JOINTS (NOT WELDED) FIELD FABRIC FENCE, STAPLES: 14" LONG, #9 GA. GALV. 48" NOTE: ALL LUMBER TO BE CEDAR OR TREATED WOOD WITH PRODUCT APPROVED BY THE CITY I.E. ACQ. 3" MAX. I,7) 3" MAX. 3' MIN. Rev?/2009 8'-0" 4" DIA. PRESSURE TREATED i WOOD POST, ROUND _ r4 1 /2' MIN. DIA, MORTISE / 1 " W/2 20D SPIKES UNDISTURBED EARTH COMPACTED SUBGRADE CONCRETE AGGREGATE BASE 48" HIGH, GALVANIZED, 2" x 4" TWISTED JOINTS (NOT WELDED) FIELD FABRIC FENCE, STAPLES: 12 LONG, #9 GA. GALV. 2 STRANDS #9 GA. GALV. WIRE, TWISTED TIGHT. ALL WIRE ENDS SHALL GO AROUND POST, BE STAPLED TO THE POST, AND WRAP AROUND ITSELF A MIN. OF 2 TIMES. NOTE: ALL LUMBER TO BE CEDAR OR TREATED WOOD WITH PRODUCT APPROVED BY THE CITY I.E. ACO. NOTE: MAXIMUM LENGTH OF FENCE WITHOUT A CORNER SECTION, END SECTION, GATE SECTION OR BRACE SECTION SHALL BE 1,000 FT. 17 (D SITE PLAN -IT— - To I-- rrec T-1 U:lE FOR .T T- 1 ­ A— ­T— -_1-1�1 9OR ELD 1ER111 POSTS k-f:-E, 91c 6 TER GO-J= 15'_.Le ME=H - = IE5H 5 ZE FE,'E RESIN BC'D' �E5H BFE�< KE DETE IIN_D-R'50 TTw BRACE DETAIL 312, rla E� E 5GREu) 4 C�R4 'NER FOR GABLERE- : ENTiCN LLCI-ID BRACE 8' CL5-9 HOLC W 3 ABLE CL::MFS AT TE F;"INATION5 LLOOD FEENCE POST T1 P 1W VeTiC4L CAPLE, HC-D LLi 3 CABLE CLAIIP5 TESMNIATIGN5 -EFIIINA- ON (TYP, 51M A- BRACE POINTS 7FNCF= DETAIL Rev7/2009 18 NOTE: AT EACH -CCAT ", u E­ AN ELECTRiS -M CONTANIW.IET GMOUNDIN -'FTREFENC ORCO-PER-COATED STEEL GRCIWDN� I-- MN,I' DIIJE-ER 0= 1: INCH SHALL 5= THE PONT OF N. -HE ROD S­­ 6NT L THE TCF` BELO� HE G- _OR OR ' =- TO Sir 50-1p _R =JC R C��EQi, V--E, COWECT E�-4 E-EMENT 70 THE ­­, , E CCIINECTICI- ­R BRAZED OR =-STHIE_ NCN-Gok.", BI ­E 001E. FEET :1C R-15 LE w rr CE o <U)Cl m z < La- 0 _j —J L) C) (.) (0 D cc c6 —JLL0 Z ::i < ccoo 0 F- cr- Q) 0 W LL i>. 0 a_ j ?-CT —SLOPE N'CP ^utiFdCTIRER9 DNLT TE@'.InG'E CAELE rr aRACES A• LIr. vERTIO.:L STEEL C'" PER nrNu[.:OTURER 5 RJk NET . EACa POST 1W TEEL CABLE CDR NET TOP . BOT'On PER AWF `: ER9 REOOFPENDATION5 PRE.ME TREA'ED b w^'JC RAIL BRACE TOP BR.:CE LOG>i:Ra>' A"A„M BRACE TO P05T w. •D wLVp .5 PRES TREA-EO ET!BEDED 'N PER S,LL CFPt4 i'�P� SLOPE OR RO.➢.D TOP AWGT PRDM DwcaE!E PIERS rr-P • Er. Pa-. 9.DULD E! PLADED N 1iD15RMY9ED >O L. - IT '- '. E - � RECDI-!+ENDrT^ON5 .T e fe I TR.OTJR.:•: COTES. 5 CF$3- 5 O M ?+ELILD:NG LDDE wL':,DIdC Su EE N w,:CCg—E w - 1:5.CDE. _-NLRETE PER>. P>I :d-Lr` ::CnPRE95,4 5lRE>xs•- a• nr1 9L� T ss D'x X. ENrR%•v�EN' "mE �.' OEnEN' 5^..URE TpEr'ED 50.1TUERN eAE b : —E _PEER 9.:r1- "EET OR ExCEEDEOLLDw Igpwi�rlENrs a50P5'.S�.E?R:c, _ 'G5P8�. "OECCDL"L•P5: coy W®�Fi5 ■ GL GOC iBTRG _- NCTE: NETTING-9--=='REDDEN'9T0 POL E6TER NET -_ PO `E5TER GCLF C.�' i RGNE NETTING 5 /_ "IINIMI:M 159-LB. S. BLE •:- �W'TEN' i SINGLE ME5W BRE <N. TRENG We 1 n2' MESH 5.LE r LOC.. I,.NS I' SINGLE BAR ME=SURE FCJR NEEDLE R4SCWED KNOTLE55 CON5TRJCTION, TREATED 'WITW BL.z< . ._,• �. RESIN BONDING. ME5W BREA< 5TRENGT.I DETER'IINED PER 150 '906 NETTING TO WI71574ND 100-M!'W WINDS. FENCE DETAIL Rev7/2009 19 w W O Q Q Z m -� 0 J O O 0 U (' w N JLLJ LIP _J �L00 r r BUD 3 UP O Q.. (lb KtER •UNOLE•MA59kY ARCMITECT3 ' PC sr <LCJ-IL JT_5 4 CETAIL3 T' PROJECT DATE '+/•,Fi.e DRS1.1 J r�, '•a �'tT 'AM ONT PARK kFF41, ROSEMARY Cr .. C 'N -. cl FOR BA CREEK f# . ��,�NBERR3p. CT< r l hEE��ND R OUTHRIDGE GOLF COURSE S, I ;° GOLDENC7 r TOPANGA CT p LOBE CT A - -- pFj�F - - MACKENZIE CT 0 CATKINS CT ! ry _ s�/rycs�4, } K i Pis sa ' 1 _ _ SOUTHRIDGE GOLF COURSE^ a to „. � � o-_PR�1♦3�LF.NQ,1„D�3 „ PRAIRI��iILLDR� s K � y s ,+ � tom• �'< --�- j i~ E TRILBY RD EXHIBIT B WORK SCHEDULE BID # 7045 Power Trail Fencing Keenland Drive to Trilby Road WE HEREBY ENTER OUR BID FOR THE CITY OF FORT COLLINS' REQUIREMENTS FOR CONSTRUCTION OF POWER TRAIL FENCING KEENLAND DRIVE TO TRIBY ROAD. PER THE BID INVITATION AND ANY REFERENCED SPECIFICATIONS AND DRAWINGS: Project must be substantially completed within 45 calendar days and final completion in 10 calendar days after substantial completion. Contractor must enter into the attached Service Agreement and name the City of Fort Collins as an additional insured per Exhibit "B". Failure to meet the agreed upon milestones in you schedule, mobilize to an area within 10 days, or fully complete the work specified shall result in damages assessed against the Contractor. At the City's option, liquidated damages in the amount of $200.00 per day may be retained from any monies due the Contractor, or the City may retain an additional contractor(s) to complete the work, or portion thereof, and retain any costs incurred above and beyond the bid prices of the Contractor from any monies due the Contractor in lieu of liquidated damages. Rev?/2009 EXHIBIT C FEE SCHEDULE 7045 Power Trail Fencing Keenland Drive to Trilby Road BID SCHEDULE (BASE BID) ADDENDUM Bid items are described in Section 01800 BID ITEM # DESCRIPTION 1 Field Fabric Fence with 48" Field Fabric 2 Field Fabric Fence Bracing Section 3 Golf Barrier ESTIMATED UNIT ITEM QUANTITY UNIT PRICE TOTAL 18 EA $ if) S i S - -, -) 400 LF S 12 $ " I 3'0,� TOTAL BASE BID $ :j 5, : 7.-) Firm Name Signature Title Date Address TOTAL IN WORDS PhonelFax 70 q 3 -3 Email k, �11 ,?.vi Section 00300 Page 3 Rev7/2009 EXHIBIT D 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: 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. Rev?/2009 �i y �i u1 uullltl5 1 UI G) UU:� U1:01 YM - U 6 C DATE (MWDDPYYYY) CERTIFICATE OF LIABILITY INSURANCE 1 07/22/2009 PRODUCER (303)776-5122 FAX (303)776-5495 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION First MainStreet Insurance ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE 512 4th Avenue HOLDER. THIS CERTIFICATE DOES NOT AMEND, EXTEND OR P.O. Box 847 ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. Longmont, CO 80502 INSURERS AFFORDING COVERAGE NAIC # INSURED Lesondak Construction LLC INSURERA Acuity 14184 6204 Jack Pine Drive INSURERB Bel l vue, CO 80512 INSURER C INSURER D INSURER E THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. AGGREGATE LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. R ITR L l4SDD'L N TYPE OF INSURANCE POLICY NUMBER POLICY EFFECTIVE DATE MM/OD/Y1' POLICY EXPIRATION DATE (MMIDDrYYi LIMITS A GENERAL LIABILITY )( COMMERCIAL GENERAL LIABILITY CLAIMS MADE a OCCUR L87231 06/24/2009 06/24/2010 EACH OCCURRENCE $ 1,000,000 DAMAGE TO RENTED ES-LEncel $ 100 000 MED EXP (Any one person) $ 5,000 PERSONAL & ADV INJURY $ 1,000,000 GENERAL AGGREGATE $ 2,000,000 GEN'L AGGREGATE LIMIT APPLIES PER POLICY PE0. LOC PRODUCTS - COMP/OP AGG $ 2,000,000 AUTOMOBILE LIABILITY ANY AUTO COMBINED SINGLE LIMIT (Ea accident) $ ALL OWNED AUTOS SCHEDULED AUTOS BODILY INJURY (Per person) $ HIRED AUTOS NON -OWNED AUTOS BODILY INJURY (Per accident) $ PROPERTY DAMAGE (Per accident) $ GARAGE LIABILITY AUTO ONLY- EA ACCIDENT $ A)J'r MIT,- OTHER THAN EA ACC $ AUTO ONLY AGG $ EXCESS/UMBRELLA LIABILITY OCCUR UJ CLAIMS MADE EACH OCCURRENCE $ AGGREGATE $ - Is DEDUCTIBLE $ RETENTION $ $ WORKERS COMPENSATION AND EMPLOYERS' LIABILITY WC STATU- OTH- E L EACH ACCIDENT $ ANY PROPRIETOR/PARTNER/EXECUTIVE OFFICER/MEMBER EXCLUDED E L DISEASE - EA EMPLOYEE $ If yes, describe under EL DISEASE - POLICY LIMIT $ SPECIAL PROVISIONS below OTHER DESCRIPTION OF OPERATIONS f LOCATIONS / VEHICLES I EXCLUSIONS ADDED BY ENDORSEMENT I SPECIAL PROVISIONS orject: Power Line Trail fence from Keenland to Trilby Bid #7045 ity of Fort Collins is named as additional insured in regards to General Liability only. City of Fort Collins Purchasing John Stevens PO Box 580 Fort Collins, CO 80522-0580 SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, THE ISSUING INSURER WILL ENDEAVOR TO MAIL 10 DAYS WRITTEN NOTICE TO THE CERTIFICATE HOLDER NAMED TO THE LEFT, BUT FAILURE TO MAIL SUCH NOTICE SHALL IMPOSE NO OBLIGATION OR LIABILITY OF ANY KIND UPON THE INSURER, ITS AGENTS OR REPRESENTATIVES. AUTHORIZED REPRESENTATIVE Deanna Bunn/DEANN ✓ �tMvw, ywrcu Zo SZUUTIUU) I nA. �7P VPccl—O/U/ ©ACORD CORPORATION 1988 303-776-4670 To:19702216707 City of Fort Collins (2 of 2) 07-27-2009 01:52 PM -0600 IMPORTANT If the certificate holder is an ADDITIONAL INSURED, the policy(ies) must be endorsed. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy, certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). DISCLAIMER The Certificate of Insurance on the reverse side of this form does not constitute a contract between the issuing insurer(s), authorized representative or producer, and the certificate holder, nor does it affirmatively or negatively amend, extend or alter the coverage afforded by the policies listed thereon. AUUKU 20 (MU1I06) 13. Remedies. In the event a party has been declared in default, such defaulting party shall be allowed a period often (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. 14. 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 representatives, successors and assigns of said parties. 15. Indemnity/Insurance. a. The Service Provider agrees to indemnify and save harmless the City, its 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 B, 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. n SA rev07/08 16. 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. 17. Law/Severability. The laws of the State of Colorado shall govern the construction interpretation, execution and enforcement of this Agreement. 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. 18. 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 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 5 SA rev07/08 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. 19. Amendment 54 To the extent that this Agreement may constitute a "sole source government contract" within the meaning of Section 2(14.4) of Article XXVIII of the constitution of the State of Colorado, about which the City makes no representation, Section 15 of said Article XXVIII, which reads as follows, is hereby incorporated into this Agreement and made a part hereof: a. Section 15. Because of a presumption of impropriety between contributions to any campaign and sole source government contracts, contract holders shall contractually agree, for the duration of the contract and for two years thereafter, to cease making, causing to be made, or inducing by any means, a contribution, directly or indirectly, on behalf of the contract holder or on behalf of his or her immediate family member and for the benefit of any political party or for the benefit of any candidate for any elected office of the state (of Colorado) or any of its political subdivisions. M SA rev07/08 CITY OF FORT COLLINS, COLORADO a municipal corporation By:��'C �—bQ— Jamn4eeill II, CPPO, FNIGP Dirhasing and Risk Management Date: Homeland Fence and Security By: 9 Z ✓!n/ PRINT NAME CORPORATE PRESIDENT OR VICE PRESIDENT Date: ATTEST: (Corporate Seal) CORPORATE SECRETARY 7 SA rev07/08 EXHIBIT A SCOPE OF SERVICES TABLE OF CONTENTS TECHNICAL SPECIFICATIONS DIVISION 1 GENERAL REQUIREMENTS Schedule of Drawings Section 01000 Project Summary Section 01100 Summary of Work Section 01800 Definition of Bid Items DIVISION 2 SITEWORK Section 02820 Golf Barrier Section 02830 Fences and Gates DRAWINGS and MAPS Detail - 1 Field Fabric Fence Detail - 2 Field Fabric Fence Brace Section Detail - 3 Golf Barrier & Location, Layout Plan Power Trail Fence Location Map DIVISION 1 SECTION 01000 —PROJECT SUMMARY PART 1 - GENERAL 1.01 Scope A. This section contains general requirements that are applicable to this project. 1.02 Description of Work A. The Contractor shall provide all labor, materials and equipment necessary to perform the work items called for on the bid schedule. 1.03 City Furnished Materials A. None. 1.04 Conditions of Work Conditions of Work A. Qualifications for Bidding: The Contractor must meet minimum qualifications as a condition for bidding the Work. In addition to any other stated requirements the Contractor must be an established single company for three (3) or more years. The Contractor must list a minimum of three (3) projects similar in scope and size, as well as provide the contact information for each of the referenced projects. Providing contact information that is inaccurate or incomplete will disqualify the referenced project and may disqualify the bid from award. Please provide the following: Project Name: Owner: Timeline of Construction thru completion: Project Contact for Construction Reference: B. Area of Work: The Contractor shall confine his operations to the immediate work area. Material storage shall be confined to areas shown on the Drawings or designated by the City. C. Regulations: The Contractor shall comply with all applicable Federal, State, and local regulations pertaining to safety, traffic control, fire prevention, erosion control and environmental protection. D. Working Hours: The Contractor's working hours shall be between 7:00 a.m. and 5:00 p.m., with no work on weekends or Federal holidays, unless otherwise approved by the City. E. Material Storage: The Contractor's material and equipment storage site shall be limited to the area of the project site. The area shall be kept orderly and free of litter