Loading...
HomeMy WebLinkAbout159-07 RESOLUTION.1 1 1 1 1 1' 1 1 1 1 1 1 1 1 1 .1 1 1 4S 1501- 03 City of Fayetteville, Arkansas Water and Wastewater Department David Jurgens, Director PROJECT MANUAL FOR CONSTRUCTION CONTRACT NUMBERS EL -1 & EL -2 FAYETTEVILLE WASTEWATER SYSTEM IMPROVEMENT PROJECT June 2007 ENGINEER OWNER Garver Engineers LLC 1088 East Millsap Road Fayetteville, AR 72703 City of Fayetteville Water and Wastewater • Department 113 West Mountain Street Fayetteville, Arkansas 72701 PROJECT MANUAL Project Name: Wastewater System Improvements Project Contract Name: Construction Contract Numbers EL -1 & EL -2 Contract No.: EL -1 Lift Station; EL -1 Force Main; EL -2 Gravity Line Wastewater System Improvements Pr4lect Fayetteville, Arkansas City of Fayetteville Project No. 02133-0311 Engineer's Project No. 0605-1300 Engineer: 0000Ib Project Title Page 1 Garver Engineers LLC 1088 East Millsap Road Fayetteville, AR 72703 Telephone (479) 527-9100 Fax (479) 527-9101 00001-1 Garver Project No. 0605-1300(1) DOCUMENT 00900 - ADDENDUM NO. 1: Issued to All Bid Document Holders. of Record Date• July 18, 2007 Project Name: Fayetteville Wastewater System Improvements Project Contract Name: Construction Contract Numbers EL -1 & EL -2 Contract No.: EL -1 Lift Station; EL -1 Force Main; EL -2 Gravity Line Project Nos.: 02133-0311 Bid No.: 07-57 This Addendum forms a part of the Contract described above. The original Contract Documents and any prior Addenda remain in full force and effect except as modified by the following which shall take precedence over any contrary provisions in the prior documents. ADDENDUM NO. 1. DOCUMENTS: 1. Pages 00005-1 to 3 — Index and Certification: Replace with revised pages 0005-1 to 3 (enclosed). 2. Pages 00010-1 to 4 — Table of Contents: Replace. with revised pages 00010-1 to 4 enclosed 3. Page 00120-2 — Invitation to Bid: Replace "purchase price of Two Hundred Dollars ($200.00)" with "purchase price of Two Hundred and Fifty Dollars ($250.00)". 4. Pages 1 to 140 — Property Descriptions and Side Letters as of 06-27-2007: Add 2 pages after page 140 (enclosed). 5. Pages 00400-1 to 9 — EL -1 Lift Station Bid Form: Replace with Revised pages 00400-1 to 9 (enclosed). 6. Pages 00400-1 to 12 — EL -2 Gravity Line Bid Form: Replace with Revised pages 00400- 1 to 12 (enclosed). 7. Page 00700-10 — General Conditions: Replace Paragraph 5.02.A. 2.a with the following: a. Umbrella General Liability of $5,000,000 for any contract over $1,000,000, and an Umbrella General Liability of $2,000,000 for any contract Less than or equal to $1,000,000 SPECIFICATIONS: 8. Pages 01025-1 to 19 — Measurement and Payment: Replace with revised pages 01025-1 to 19 (enclosed). 9. Pages 02223-1 to 7 — Explosives and Blasting: Replace with revised pages 02223-1 to 7 (enclosed). Addendum No. 1.doc 00900-1 Garver Project No. 0605-1300(1) DOCUMENT 00900 - ADDENDUM NO. 1 (continued) 10. to 9 (enclosed). 11. pages 02624-1 12. Pages 02722-1 (enclosed). 13. 14. (enclosed). 15. Pages 11306-1 to 14 - Sewage Pump Station: Replace with revised pages 11306-1 to 14 (enclosed). 16. Pages 15100-1 to 4 - Sewer Valves: Replace with revised pages 15100-1 to 4 (enclosed). Pages 02615-I to 8 - Ductile Iron Pipe and Fittings: Replace with revised pages 02615-1 Pages 02624-1 to 6 - Fiberglass Reinforced Pipe and Fittings: Replace with revised to 7 (enclosed). to 7 - Sanitary Sewer Systems: Replace with revised pages 02722-1 to 8 Pages 09900-1 to 5 - Painting: Replace with revised pages 09900-1 to 5 (enclosed). Pages 09960-1 to 10 - Interior Coatings: Replace with revised pages 09960-1 to 10 CONTRACT DRAWINGS: 17. ace with revised drawing (enclosed). 18. Replace with revised drawing (enclosed) 19. Replace with revised drawing (enclosed). 20. Replace with revised drawing (enclosed). 21. Replace with revised drawing (enclosed). 22. Replace with revised drawing (enclosed). 23. Replace with revised drawing (enclosed). 24. Replace with revised drawing (enclosed). 25. Replace with revised drawing (enclosed). 26. Replace with revised drawing (enclosed). 27. Replace with revised drawing (enclosed). 28. Replace with revised drawing (enclosed). 29. Replace with revised drawing (enclosed). 30. Replace with revised drawing (enclosed). 31.Replace with revised drawing (enclosed). 32.Replace with revised drawing (enclosed). 33. -1 to EC -12. Replace with revised drawings EC -1 to EC -12 (enclosed). INDEX. Repl Drawing C3. Drawing C9. Drawing C10. Drawing C13. Drawing C14. Drawing C15. Drawing C16. Drawing C17. Drawing C18. Drawing C23. Drawing C24. Drawing C25. Drawing D7. Drawing D12. Drawing D16. Drawings EC Addendum No. 1.doc 00900-2 Garver Project No. 0605-1300(1) DOCUMENT 00900 - ADDENDUM NO. 1 (continued) Each Bidder shall acknowledge receipt of this Addendum by affixing his signature below, by noting this Addendum on his Bid Form, and by attaching this Addendum to his Bid. Garver Engineers LLC (Engineer) 1088 East Millsap Road Fayetteville, AR 72703 ACKNOWLEDGEMENT The undersigned acknowledges receipt of this Addendum and the Bid submitted is in accordance with information, instructions and stipulations set forth herein. END OF ADDENDUM NO.1 Addendum No. 1.doc Bidder: Ro s erre) CoNs-ngcucrrGust L.CC BY: (2C�Sec Date: 7/31/07 00900-3 Garver Project No. 0605-1300(1) City of Fayetteville, Arkansas Wastewater System Improvement Project Contract Numbers EL -1 & EL -2 EL -1 Lift Station; EL -1 Force Main; EL -2 Gravity Line DOCUMENT 00005 — INDEX AND CERTIFICATION PAGE SPECIFICATION INDEX DOCUMENT / DIVISION DESCRIPTION NUMBER OF PAGES 00120 to 00945 00120 00140 00200 00400 00400 00400 00410 00430 00450 00500 00550 100610 1100611 00612 00900 00930 00931 100932 00940 q 00945 Division 1 01025 01110 01250 01270 01290 01290.01 01290.02 11 01290.12 101290.14 01290.15 01320 01321 01325 01330 01330.01 01420 Invitation to Bid through Work Change Directive Invitation to Bid Bidder's Qualifications Statement Instructions to Bidders EL -1 Force Main Bid Form EL -1 Lift Station Bid Form EL -2 Gravity Line Bid Form Bid Bond List of Subcontractors Equipment Questionnaire Agreement Form Notice to Proceed Performance Bond Labor and Material Payment Bond Maintenance Bond Addenda and Modifications Request for Interpretation Field Order' Request for Proposal Change Order Work Change Directive General Requirements Measurement and Payment Summary of Work Contract Modification Procedures Unit Prices Payment Procedures Application for Payment Schedule of Values Certificate of Substantial Completion Contractor Affidavit for Final Payment Subcontractor Affidavit for Final Payment Project Meetings, Schedules, and Reports CPM Schedule Construction Photographs Submittals Submittal Information Block Definitions and Standards 00005 -Index & Certification.doc (Addendum No.l) 00005- 1 85 5 4 12 8 9 12 2 1 1 13 2 3 4 1 2 1 1 1 1 2 109 19 4. 2 2 2 2 1 1 2 1 5 8 5 10 1 4 Garver Pr4lect No. 0605-1300(1) 01530 01560 01580 01600 01631 01631.01 01700 01750 01780 01785 Division 2 - Temporary Barriers and Controls Temporary Utilities and Facilities Project Identification and Signs Equipment and Materials Substitutions Substitution Request Form Training Manufacturer's Field Services Contract Closeout Warranties Site Construction 6 7 2 6 3 2 3 2 6 3 122 02050 02100 02161 02200 02221 02223 02227 02229 02261 02271 02272 02314 02575 02600 02601 02602 02615 ' 02616 02622 02624 02640 02665 02710 02722 02723 02830 Division 3 - 03100 03200 03300 03400 03600 Division 4 — Division 5 - 05500 Lift Station Abandonment Site Preparation Excavation Safety Excavation, Embankment, Backfill, and Grading Trenching, Backfilling, and Compacting Explosives and Blasting Aggregate Materials Rock Removal Site Restoration Geotextile Filter Fabric Riprap Steel Encasement Pipe And Carrier Pipe Installation Pavement, Sidewalk, and Curb & Gutter Repair Pipelaying Cast -In -Place Manholes Pre -Cast Concrete Manholes Iron Pipe and Fittings Polyethylene Encasement PVC Solid Wall Pipe Fiberglass Reinforced Pipe and Fittings Valves, Hydrants and Accessories Water Systems Drain Lines Sanitary Sewer Systems Sewer Pipe Plugs Chain Link Fence and Gates Concrete 2 6 2 8 7 7 2 2 12 2 2 7 4 6 4 5 9 3 4 7 5 2 3 8 1 5 21 Concrete Formwork' Concrete Reinforcement Cast -In -Place Concrete Precast Concrete Grout Masonry 3 2 10 4 2 0 Metals 3 Miscellaneous Metalwork 00005 -Index & Certification.doc (Addendum No.1) 00005- 2 3 Garver Project No. 0605-1300(1) Division 6 - Division 7 - I Division 8 - Division 9 - Wood And Plastics Thermal And Moisture Protection Doors And Windows Finishes 0 0 0 21 09900 09960 09961 Division 10 - Painting Interior Coatings Exterior Coatings Specialties 5 10 6 0 Division 11 - 11306 Division 12 - Division 13 - Equipment Sewage Pump Station Furnishings 14 14 0 Division 14 - Divi ision 15 - 15100 15880 Division 16 - 16000 16010 16050 16060 16100 16120 16190 16195 16263 16426 16452 16481 16490 Special Construction Conveying Systems Mechanical 0 0 8 Sewer Valves Odor Control Devices Electncal Scope of Work Basic Electrical Requirements Basic Electrical Materials and Methods Trenching and Backfill for Underground Electrical Systems Raceways Wires and Cables Supporting Devices Electrical Identification Emergency Standby Power System Transient Voltage Surge Suppressors Grounding Motor Starters Pump Control Panel 00005 -Index & Certification.doc (Addendum No.1) 00005- 3 4 4 104 4 23 8 7 9 9 7 5 15 4 7 4 2 Garver Project No. 0605-1300(1) 00005 00010 ii 00100 00120 00140 00200 TABLE OF CONTENTS Contract Name Contract No.: INTRODUCTORY INFORMATION Index and Certification Table of Contents Construction Contract Numbers EL -1 & EL -2 EL -1 Lift Station; EL -1 Force Main; EL -2 Gravity Line BID SOLICITATION Invitation to Bid Bidder's Qualifications Statement Instructions to Bidders Property Descriptions and Side Letters As of 07-18-2007 AHTD Utility Accomodation Permit AHTD Driveway Permit 00400 BID FORMS AND SUPPLEMENTS 00400 EL -1 Force Main Bid Form 00400 EL -I Lift Station Bid Form 00400 EL -2 Gravity Line Bid Form 004,0 . Bid Bond 030 04 List of Subcontractors 00450 Equipment Questionnaire 00500 AGREEMENT 00500 Agreement Form 00550 Notice to Proceed 00600 006 0 006 1 006(2 00700 BONDS AND CERTIFICATES Performance Bond Labor and Material Payment Bond Maintenance Bond CONTRACT GENERAL CONDITIONS Table of Contents Contract General Conditions 00800 SUPPLEMENTARY CONDITIONS Prevailing Wage Determination 29 CFR Part 1926 Subpart P, OSHA Standards 00900 MODIFICATIONS 00900 Addenda and Modifications 00930. Request for Interpretation 00931 Field Order 00932 Request for Proposal 00940 Change Order 00945 Work Change Directive DIVISION 1 • GENERAL REQUIREMENTS 01025 Measurement and Payment 00010 -Table of Contents.doc (Addendum No.1) 00010- 1 00005-1 to 4 00010-1 to 4. 00120-1 to 5 00140-1 to 4 00200-1 to 12 1 to 142 1tol0 Ito3 00400-1 to 8 00400-1 to 9 00400-1 to 12 00410-1 to 2 00430-1 to 1 00450-1 to 1 00500=1 to 13 00550-1 to 2 00610-1 to 3 00611-1 to 4 00612-1 to 1 00700 TOC- l to 4 00700-1 to 42 1 to 4 • 1 to 40 00900-1 to 2 00930-1 to 1 00931-1 to 1 00932-1 to 1 00940-1 to 1 00945-1 to 2 01025-1 to 19 Garver Project No.0605-1300(1) 01110 01250 01270 01290 01290.01 01290.02 01290.12 01290.14 01290.15 01320 01321 01325 01330 01330.01 01420 01530 01560 01580 01600 • 01631 01631.01 01700 01750 01780 01785 Summary of Work Contract Modification Procedures Unit Prices Payment Procedures Application for Payment Schedule of Values Certificate of Substantial Completion Contractor Affidavit for Final Payment Subcontractor Affidavit for Final Payment Project Meetings, Schedules, and Reports CPM Schedules Construction Photographs Submittals Submittal Information Block Definitions and Standards Temporary Barriers and Controls Temporary Utilities and Facilities Project Identification and Signs Equipment and Materials Substitutions Substitution Request Training Manufacturer's Field Services Contract Closeout Warranties DIVISION 2 - SITE CONSTRUCTION 02050 Lift Station Abandonment 02100 Site Preparation 02161 Excavation Safety 02200 Excavation, Embankment, Backfill and Grading 02221 Trenching, Backfilling, and Compacting 02223 Explosives and Blasting 02227 Aggregate Materials 02229 Rock Removal 02261 Site Restoration 02270 Environmental Specifications 02271 Geotextile Fabric 02272 Riprap 02314 Steel Encasement Pipe and Carrier Pipe Installation 02575 Pavement, Sidewalk, Curb and Gutter Repair 02600 Pipelaying 02601 Cast -In -Place Manholes 02602 Pre -Cast Concrete Manholes 02615 Iron Pipe and Fittings 02616 Polyethylene Encasement 02622 PVC Solid Wall Pipe 02624 Fiberglass Reinforced Pipe and Fittings 02640 Valves, Hydrants and Accessories 02665 Water Systems 02710 Drain Lines 02722 Sanitary Sewage Systems 02723 Sewer Pipe Plugs 02830 Chain Link Fence and Gates 00010 -Table of Contents.doc (Addendum No.1) 00010- 2 01110-1 to4 01250-1 to 2 01270-1 to 2 01290-1 to 2 01290.01-1 to 2 01290.02-1 to 1 01290.12-1 to 1 01290.14-1 to 2 01290.15-1 to 1 01320-1 to 5 01321-1 to 8 01325-1 to 5 01330-1 to 10 01330.01-1 to 1 01420-1 to 4 01530-1 to 6 01560-1 to 7 01580-1 to 2 01600-1 to 6 01631-1 to 3 01631.01-1 to 2 01700-1 of 3 01750-1 to 2 01780-1 to 6 01785-1 to 3 02050-1 to 2 02100-1 to 6 02161-1 to 2 02200-1 to 8 02221-1 to 7 02223-1 to 7 02227-1 to 2 02229-1 to 2 02261-1 to 12 02270-1 to 22 02271-1 to 2 02272-1 to 2 02314-1 to 7 02575-1 to 4 02600-1 to 6 02601-1 of4 02602-1 of 5 02615-1 to 9 02616-1 to 3 02622-1 to 4 02624-1 to 7 02640-1 to 5 02665-1 to 2 02710-1 to 3 02722-1 to 8 02723-1 to 1 02830-1 to 5 Garver Project No. 0605-1300(1) 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1� 1 DIVISION 03100 03200 03300 03400 03600 DIVISION Not Used DIVISION 05500 DIVISION Not Used 3 -CONCRETE Concrete Formwork Concrete Reinforcement Cast -In -Place Concrete • Precast Concrete Grout 4 — MASONRY 5 - METALS Miscellaneous Metalwork 6 - WOOD AND PLASTICS DIVISION 7 - THERMAL AND MOISTURE PROTECTION Not Used DIVISION 8 - DOORS AND WINDOWS Not Used DIVISION 9 - FINISHES 09900 Painting . 09960 Interior Coatings 09961 Exterior Coatings DIVISION 10 - SPECIALTIES Not Used DIVISION 11306 DIVISION No (Used DIVISION Not Used 11 - EQUIPMENT Sewage Pump Station • 12 - FURNISHINGS 13 - SPECIAL CONSTRUCTION DIVISION 14 - CONVEYING SYSTEMS Not Used DIVISION 15100 15880 15 - MECHANICAL Sewer Valves Odor Control Devices DIVISION 16 - ELECTRICAL 16000 Scope of Work 160, 0 Basic Electrical Requirements 16050 Basic Electrical Materials and Methods 16060 16100 16120 16190 16195 Trenching and Backfill for Underground Electrical Systems Raceways Wires and Cables Supporting Devices Electrical Identification 00010 -Table of Contents.doc (Addendum No.1) 00010- 3 03100-1 to 3 03200-1 to 2 03300-1 to 10 03400-1 to 4 03600-1 to 2 n/a 05500-1 to 3 n/a n/a n/a 09900-1 to 5 09960-1 to 10 09961-1 to 6 n/a 11306-1 to 14 n/a n/a 15100-1 to 4 15880-1 to 4 16000-1 to 4 16010-1 to 23 16050-1 to 8 16060-1 to 7 16100-1 to 9 16120-1 to 9 16190-1 to 7 16195-1 to 5 Garver Project No. 0605-1300(1) 16263 Emergency Standby Power System 16426 Transient Voltage Surge Suppressors 16452 Grounding 16481 Motor Starters 16490 Pump Control Panel END OF DOCUMENT 00010 00010 -Table of Contents.doc (Addendum No.1) 00010- 4 16263-1 to 15 16426-1 to 4 16452-1 to 7 16481-1 to4 16490-1 to 2 Garver Project No. 0605-1300(1) 1 1 1 1 1 1 1 1 1 1 1, 1 1 ,/ cae evl le Y ARKANSAS THE CITY OF FAYETTEVILLE, ARKANSAS ENGINEERING DIVISION IDecember 8, 2006 aMarvin B. Osborn 2900 West 6 Street Fayetteville, AR 72701 I RE' Wastewater Treatment Plant Project — Water/Sewer Easement Acquisition Tract # E-7-51 il Response to Counter -Offer Parcel#765-15224-000 • Dear Mr. Osborn: Now that the Wastewater Treatment Plant is under construction on the West side of town and the Noland Plant is being renovated on the East side, we are in the process of continuing the easement acquisition process for the new lines for the east side of town. I In June, 2005, you were presented an offer to purchase a permanent easement of 10 feet, and rental for a 50 - foot temporary construction and grading easement. You presented us with a written counter offer in August and we Iare in receipt of that counter. Keep in mind that your property has been appraised by a certified real estate appraiser and that damages were not considered on this parcel because there is already an above ground line in the existing easement. Altho h we are not able to t our we would like to property n'the loss of storage space due to hav ng fullcounter ground line built on this sproperty and woider some uld like to I offer you damages for this in the amount of $3,000.00. The City hereby reiterates its original offer of the fee simple value of $1,800.00 for the rights associated with I the permanent easement area of 7,963 square feet (0.18 acre) and $850.00 for the rental of the property within the temporary construction and grading easement area of 35,400 square feet (0.81 acre). The value of the rental for the TCE is figured at 10% of the fee simple value ($10,000X10%). The City would like to add damages of $3,000.00 for loss of storage space. The City's total offer for permanent easement, TCE and damages for loss of storage is 1 $5,650.00. • Should you elect to accept this offer, the Water/Sewer Easement contained herein should be executed by all parties with current ownership interest in this particular property. The document should be notarized and returned to the City of Fayetteville. A City Land Agent will be pleased to witness and notarize the execution of the documents if you will advise our office accordingly. Upon receipt of the document, a check will be requested and you will be paid the amount indicated in this offer. A copy of the Water/Sewer Easement is included for your records. We can provide a copy of the recorded easement upon your request and at the appropriate time. Please provide us with a Social Security Number or a Tax Identification Number (Corporation) so that a check can be issued. A Vendor Form is provided for this purpose. Payment normally takes three weeks to one month from the time of receipt of this Vendor Form. Please contact a City Land Agent, Holly Jones (479-444-3414) or Jill Goddard (479-444-3407) and they will be I, pleased to meet with you to discuss this project with you or notarize the signatures associated with these documents. Thank you for your cooperation. Sine rly, I lI ri 'urge Wate nd DJ/hi ,Enclosure 113 West Mountain is; P E astewater Director 72701 479-575-8206 FAX 479-575-8202 (Addendum No.1) 1 • ayeevle ARKANSAS 1 THE CITY OF FAYETTEVILLE, ARKANSAS ENGINEERING DIVISION 1 1 1 1 1 1 1 1 1 1 1 i 1 Parcel #765-14266-000 EL7-Tract 27 Parcel #765-14264-001 EL7-Tract 28 Wastewater Treatment Plant Project RIGHT OF ENTRY AGREEMENT That, We, Richard and Linda Fritz owners of the real property located at 3596 East Huntsville Road, Fayetteville, Arkansas, hereby authorize the independent contractor winning the bid in June, 2007 for WSIP EL2, its employees, agents and subcontractors to enter upon the two tracts (27 and 28) we own in relationship to this project to construct a 42" sewer line for the City of Fayetteville, Arkansas. This Agreement is conditioned on the fact that our property will be treated with respect by all who enter upon it and will be left in a condition as good as it was found or better at the completion of this project. Execution of this agreement shall not constitute a release for any damages caused by the negligent or intentional acts of said construction contractor, its employees, agents and/or subcontractors. Dated thi` day of /fpr ;' 7 2007. `e Fritz J �. e I 113 West Mou tain 72701 479-575-8206 FAX 479-575-8202 (Addendum No.1) T DOCUMENT 00400 - BID FORM Project Name Wastewater System Improvement Project Contract Name: Construction Contract Numbers EL -1 & EL -2 Contract No.: EL -1 Lift Station BID TO: Owner The City of Fayetteville, Arkansas 113 West Mountain Street Fayetteville, Arkansas 72701 BID FROM: Bidder: V Ros PQ Cewarefcr77cw ,GCc P d Box /I On cS pR..,ic,c----�u, A10, 655/ *I ARTICLE 1- INTENT 1.01 The undersigned Bidder proposes and agrees, if this Bid is accepted, to enter into an agreement with Owner in the form included in the Contract Documents to perform and furnish all Work as specified or indicated in the Contract Documents for the Bid price and within the Bid time indicated in this Bid and in accordance with the other terms and conditions of the Contract Documents. ARTICLE 2 TERMS AND CONDITIONS 2.01 Bidder accepts all of the terms and conditions of the Invitation to Bid and Instructions to Bidders, including without limitation those dealing with the disposition of Bid security. This Bid will remain subject to acceptance for 90 days after the. day of Bid opening. Bidder will sign and deliver the required number of counterparts of the Agreement to the Engineer prior the Owner's consideration to approve the Agreement. Within 15 days after the Owner's approval of the Agreement the Contractor shall deliver the required number of Bonds, insurances and other documents required by the Bidding Requirements . 00400.EL-1 Lift Station -Bid Form.doc (Addendum No.1) 00400 - 1 Garver Project No. 0605-1300(1) (4 DOCUMENT 00400 - BID FORM (continued) ARTICLE 3 - BIDDER'S REPRESENTATIONS 3.01 In submitting this Bid, Bidder represents, as more fully set forth in the Agreement, that: A. Bidder has examined and carefully studied the Bid Documents, and the following Addenda, receipt of all which is hereby acknowledged: Number / Date B. Bidder has visited the Site and become familiar with and is satisfied as to the general, local, and Site conditions that may affect cost, progress, performance, and furnishing of the Work. C. Bidder is familiar with and is satisfied as to all federal, state, and local Laws and Regulations that may affect cost, progress, performance, and furnishing of the Work. Bidder has carefully studied all: (1) reports of explorations and tests of subsurface conditions at or contiguous to the Site and all drawings of physical conditions in or relating to existing surface or subsurface structures at or contiguous to the Site; and (2) reports and drawings of a Hazardous Environmental Condition, if any, at the Site. Bidder acknowledges that such reports and drawings are not Contract Documents and may not be complete for Bidder's purposes. Bidder acknowledges that Owner and Engineer do not assume responsibility for the accuracy or completeness of information and data shown or indicated in the Bid Documents with respect to Underground Facilities at or contiguous to the Site. E. Bidder has obtained and carefully studied (or assumes responsibility for having done so) all such additional or supplementary examinations, investigations, explorations, tests, studies, and data concerning conditions (surface, subsurface, and Underground Facilities) at or contiguous to the Site or otherwise which may affect cost, progress, 00400.EL-1 Lift Station -Bid Form.doc (Addendum No.1) 00400 — 2 Garver Project No. 0605-1300(1) DOCUMENT 00400 - BID FORM (continued) performance, or furnishing of the Work or which relate to any aspect of the means, methods, techniques, sequences, and procedures of construction to be employed by Bidder and safety precautions and programs incident thereto. F. Bidder does not consider that any additional examinations, investigations, explorations, tests, studies, or data are necessary for the determination of this Bid for performing and furnishing of the Work in accordance with the times, price, and other terms and conditions of the Contract Documents. Bidder is aware of the general nature of work to be performed by Owner and others at the Site that relates to Work for which this Bid is submitted as indicated in the Contract Documents. Bidder has correlated the information known to Bidder, information and observations obtained from visits to the Site, reports, and drawings identified in the Contract Documents, and all additional examinations, investigations, explorations, tests, studies, and data with the Contract Documents. I. Bidder has given Engineer written notice of all conflicts, errors, ambiguities, or discrepancies that Bidder has discovered in the Contract Documents, and the written resolution thereof by Engineer is acceptable to Bidder. J. The Contract Documents are generally sufficient to indicate and convey understanding of all terms and conditions for performing and furnishing the Work for which this Bid is submitted. K. This Bid is genuine and not made in the interest of or on behalf of any undisclosed person, firm, or corporation and is not submitted in conformity with any agreement or rules of any group, association, organization, or corporation; Bidder has not directly or indirectly induced or solicited any other Bidder to submit a false or sham bid; Bidder has not solicited or induced any person, firm, or a corporation to refrain from bidding; and Bidder has not sought by collusion to obtain for himself any advantage over any other Bidder or over Owner. 00400.EL-1 Lift Station -Bid Form.doc (Addendum No.1) 00400 — 3 Garver Project No. 0605-1300(1) DOCUMENT 00400 - BID FORM (continued) L. Bidder will perform the Work in compliance with all applicable trench safety standards set forth in Occupational Safety and Health Administration (OSHA) Part 1926 - Subpart P - Excavations. ARTICLE 4 - BID PRICE 4.01 Bidder will complete the Work in accordance with the Contract Documents for the following price(s): NOTE: The description of item 13.1 is to be completed by Bidder. Bidder is to fill in blank with type of pipe proposed for use. Approved alternatives for use in the noted items are: 1. Ductile Iron Pipe (DIP); 2. Fiberglass Reinforced Pipe (FRP) Item Description / Est. Quantity Unit Unit Price Total Amount 1.1 Mobilization 2.1 Site Work 3.1 Trench and Excavation Safety, 1 LS $ $ 1 LS $,_ $ 1 LS $ $ 4.1 Erosion Control 1 LS $ $ 5.1 Maintenance of Traffic 1 LS 6.1 Construction Staking 1 LS 7.1 Trench Compaction Testing 1 LS $ $ 8.1 Air Release Valve Assembly 1 EA 9.1 4' I.D. Sanitary Sewer Manhole, 0' to 8' Depth 5 EA $ $ 10.1 4' I.D. Sanitary Sewer Manhole Additional Depth 00400.EL-1 Lift Station -Bid Form.doc (Addendum No.1) 65 VF 00400-4 Garver Project No. 0605-1300(1) 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 DOCUMENT 00400 - BID FORM (continued) 18" Gravity Sewer Trench Excavation and 260 LF 11.1 Backfill $ $ 12.1 Rock Excavation 1,800 CY $ $ 13.1 18" Gravity Sewer Pipe 260 LF $ $ 14.1 Authorized Undercut and Granular Backfill 50 CY $ $ 15.1 Crushed stone for Traffic Bound Surfacing, Base 150 Course and/or Backfill ON $ Private Driveway Abandonment and 16.1 I LS \ Replacement $ $ 17.1 Lift Station EL -I Access Drive K ; 150 SY $ $ 18.1 Construction, Installation, and Startup for Lift 1 LS Station El -1 $ $ 19.1 Lift Station Active • . o on 1 Sys em 1 EA $ $ 20.1 Air Release Valve P t . ve Od. Control System 1 EA $ $ 21.1 Abandon Existing Lift ation EL -1 1 LS $ $ 22.1 Connect 18" Gravity Sewer to Existing Manhole 1 EA $ $ 23.1 Interior Coating Existing Concrete Manhole 90 SF $ $ 24.1 Interior Coating Proposed Concrete Structures 2,300 SF $ $ 25.1 Exterior Coating Proposed Concrete Structures 3,000 SF $ $ 26.1 24'.' RC Pipe Culvert (Class III) 00400.EL-1 Lift Station -Bid Form.doc (Addendum No.1) 40 LF 00400— 5 Garver Project No. 0605-1300(1) DOCUMENT 00400 - BID FORM (continued) 27.1 24" RC Flared End Section (Class III) 4 EA $ $ 28.1 Replace Existing Fence 300 LF $ $ 29.1 6' Chain Link Fence 450 LF 30.1 16' Double Swing Gate 1 EA $ $ 31.1 Pipe Bollard 8 EA 32.1 1" Water Service Line 120 LF $ $ 33.1 Water Line Backflow Preventer 1 EA 34.1 1" Frost Proof Yard Hydrant 1 EA $ $ 35.1 Water Meter Setting and Pressure Regulator TOTAL BID PRICE EL -1 Lift Station il/O 48ia 1 EA $ $ ($ ) Words Numbers B. Bidder acknowledges that quantities are not guaranteed and final payment will be based on actual quantities determined as provided in the Contract Documents. ARTICLE 5 - CONTRACT TIMES 5.01 Bidder agrees that the Work will be substantially completed and ready for final payment within the number of calendar days indicated in the Agreement. 5.02 Bidder accepts the provisions of the Agreement as to liquidated damages in the event of failure to complete the Work within the times specified in the Agreement. 00400.EL-1 Lift Station -Bid Form.doc (Addendum No.1) 00400 — 6 Garver Project No. 0605-1300(1)