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Home My WebLink About07-09 RESOLUTIONRESOLUTION NO. 07-09 A RESOLUTION APPROVING A CONTRACT WITH GOODWIN & GOODWIN, INC. IN THE AMOUNT OF $1,543,600.00 FOR CONSTRUCTION SERVICES FOR TIEOVER AND CUTOVER OF THE WEST SIDE WASTEWATER COLLECTION SYSTEM, WSIP SUBPROJECT WL -9, BID #0863; AND APPROVING A 5% PROJECT CONTINGENCY IN THE AMOUNT OF $77,000.00. BE IT RESOLVED BY THE CITY COUNCIL OF THE CITY OF FAYETTEVILLE, ARKANSAS: Section 1. That the City Council of the City of Fayetteville, Arkansas, hereby approves a contract with Goodwin & Goodwin, Inc. in the amount of $1,543,600.00 for construction services for tieover and cutover of the West Side Wastewater Collection System, WSIP Subproject WL -9, Bid #0863. A copy of the contract, marked Exhibit "A," is attached hereto and made a part hereof. Section 2. That the City Council of the City of Fayetteville, Arkansas, hereby approves a 5% Project Contingency in the amount of $77,000.00. PASSED and APPROVED this 6th day of January, 2009. APPROVE L e NELD ATTEST - By: AN, Mayor SONDRA E. SMITH, City Clerk/Treasurer 1 City of Fayetteville, Arkansas Water and Wastewater Department David Jurgens, Director PROJECT MANUAL FOR CONTRACT NO.WL-9 Fayetteville Wastewater System Improvements Project, Westside Collection System Non -Critical Cutover Plan WL -1, WL -2, WL -3, & WL -4 RLF PROJECT NUMBER CS -050803-03 FAYETTEVILLE WASTEWATER SYSTEM IMPROVEMENT PROJECT • ENGINEER RJN Group, Inc. 26 E. Meadow, Suite 8 Fayetteville, AR 72701 RJN Project No. 18187502 In Association With McClelland Consulting Eng. Inc. P.O. Box 1229 Fayetteville, AR 72702 SEPTEMBER 2008 l}s•TE ARI SAS * * * REGISTERED PROFESSIONAL A ENGI#NEEFt '.VA No. 8589 1!' 'kris OWNER City of Fayetteville Water and Wastewater 113 W. Mountain Street ayetteville, Arkansas 72701 fl 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 DOCUMENT 00900 - ADDENDUM NO. 3: • Issued to All Bid Document Holders of Record Date: September 24, 2008 Project Name: Wastewater System Improvements Project Contract Name: Westside Collection System Non -Critical Cutover Plan WL -1, WL -2, WL -3, and WL -4 Contract No.: WL -9 RLF Project No.: CS -050803-03 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. 3. CONSTRUCTION DRAWINGS: SHEET 7 OF 19: 1. Change Note 3 to read: Pinch valve shall be a 24 -inch red valve series 5200e, with limitorque on/off electric actuator as recommended by the valve manufacturer. Valve shall be coated for direct bury service and EMO torque tube extension. SDR of existing PVC pipe shall be verified by the contractor prior to installing pinch valve. 2. Change Note 5 to read: Install 2-1" electrical buried conduits approximately 90 linear feet each from valve vault to the lift station to terminate at a location specified by OMI. SPECIFICATIONS: DOCUMENT 00400 — BID FORM: 3. Replace the entire SECTION 00400 — BID FORM with the attached SECTION 00400 — BID FORM (17 Pages). DOCUMENT 01270 — UNIT PRICES: 4. Page 01270-8. Paragraph 1.01.A.26.: Change to read: Bid Item No 26 — Project NC -19 — For the unit price bid per each provide all labor, equipment, and materials to excavate and install a 4.0' diameter manhole 0- 00900 -WL -9 -00900-W L-9 ADDENDUM No. 3.0oc 00900-1 DOCUMENT 00900 - ADDENDUM NO.: (CONTINUED) 6 feet in depth over an existing force main; cut out the existing force main inside the manhole; retrieve, label with MH location, and deliver all coupons to the City; including all traffic control; permits; excavation at all depths; rock excavation; backfill; compaction; top soil; surface restoration including all types of paved surfaces; sodding and seeding to match existing vegetation; trench excavation and safety systems; all testing; and any other item necessary for a complete project. Page 01270-8. Paragraph 1.01.A.29.: Change to read: Bid Item No. 29 — 51 Unit cost work as directed by the City. Measurement and payment are defined in Divisions 2 and 3. DOCUMENT 02531— SANITARY SEWER MANHOLES, FRAMES, AND COVERS 6. Page 02531-3. Paragraph 2.02.A.4.a.: Change to read: a. 22 inches clear. Contractor is responsible for verifying opening dimensions of delivered product prior to installation. Installed rings and covers that are less than 22 inches clear will be replaced, including MH inserts, at the contractor's expense. 7. Page 02531-3. Add Paragraph 2.03.A.8: to read: 8. All points of precast manholes shall be wrapped with Infi-Shield by Sealing Systems, Inc., or approved equal. 00900 -WL -9 ADDENDUM No. 3.Doc 00900-2 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 DOCUMENT 00900 - ADDENDUM NO.: (CONTINUED) Thomas A. Harris, P E RJN Group, Inc. 12160 Abrams Road, Suite 400 Dallas, Texas 75243 The seal appearing on this document was authorized by Thomas A. Harris, P E No 8589 on 09/24/2008 • • yATtk e:t ARIgSAS REGISTERED PROFESSIONAL .1 ENGINEER 0 . oy ACKNOWLEDGEMENT The undersigned acknowledges receipt of this Addendum and the Bid submitted is in accordance with information, instructions and stipulations set forth herein. Bidder: By: Date: AD NDUM APPROVED BY: Water and W. tewater e ctor City of Fayetteville, AR END OF SECTION 00900 00900 -WL -9 ADDENDUM No. 3.noc 00900-3 ti 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 DOCUMENT 00400 -BID FORM Project Name Wastewater System Improvements Project Contract Name: Westside Collection System Non -Critical Cutover Plan WL -1, WL -2, WL 3, & WL 4 Contract No.: WL -9 RLF Project No.: CS -050803-03 BID TO: Owner: BID FROM: Bidder: The City of Fayetteville, Arkansas 113 West Mountain Street Fayetteville, Arkansas 72701 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 with the Bonds and other documents required by the Bidding Requirements within 15 days after the date of Owner's Notice of Award. 00400 -Bid Form - Revised 09/24/08.doc 00400 —1 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. 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, 00400 — Bid Form - Revised 09/24/08 00400 — 2 DOCUMENT 00400 —BID FORM (continued) 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, 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. G. 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. H. 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 the Engineer is acceptable to Bidder. I. 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 00400 — Bid Form - Revised 09/24/08 00400 — 3 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 DOCUMENT 00400 —BID FORM (continued) Bidder has not sought by collusion to obtain for himself any advantage over any other Bidder or over Owner. 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 Bidder will complete the Work in accordance with the Contract Documents for the following prices: Unit Price Schedule: BASE LUMP SUM BID ITEMS _ Non -Critical 1 .4. . CONTRACTIWL-9 Cutover Plan WL-1WL-2, BID SCHEDULE, w. ry _, WL -3 And WL -4 . =y a ITEMEST. NUMBER QTY. UNIT t y UNIT PRICE TOTAL " DESCRIPTION 1. 1 LS Mobilization (Not to Exceed 5% of All Other Contract Items) ($ ) ($ ) Dollars/LS Words 2. 1 LS Erosion Control and BMP ($ ) ($ ) Dollars/LS Words 3. 1 LS Project NC -1 ($ ) ($ ) Dollars/LS Words 00400 — Bid Form - Revised 09/24/08 00400 — 4 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 DOCUMENT 00400 —BID FORM (continued) �� r `. CONTRACTOWL «- s' Non -Critical Cutover c , * t, t" BID Plan _WL-ij SCHEDgULE -- 9 WL 2, WL -3 And WL -4 ::.-- �;, - , ITEM ' NUNIBER "EST . QTY . UNIT %DESCRIPTION `UNIT PRICE. TOTAL , 4. 1 LS Project NC -2 ($ ) ($ ) Dollars/LS Words 5. 1 LS Project NC -3 ($ ) ($ ) Dollars/LS Words 6. 1 LS Project NC -4 ($ ) ($ ) Dollars/LS Words 7. 1 LS Project NC -5 ($ ) ($ ) Dollars/LS Words 8. 1 LS Project NC -6 ($ ) ($ ) Dollars/LS Words 00400 — Bid Form - Revised 09/24/08 00400 — 5 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 DOCUMENT 00400 —BID FORM (continued) - , = Non -Crit • CONTRACTIWL cal Cutover Plait WL",0WL 9 , 2, WL -3, And WL -4 s 14 `' . a, , BID SCHEDU�L^E ITEM NUMBER EST.k QTY.': UNIT, - - DESCRIPTION ` UNIT PRICE F^ $ TOTAL " 9. 1 LS Project NC -6 Pinch Valve ($ ) ($ ) Dollars/LS Words 10. 1 LS Project NC -7 ($ ) ($ ) Dollars/LS Words 11. 1 LS Project NC -7 Lift Station Demo ($ ) ($ ) Dollars/LS Words 12. 1 LS Project NC -8 ($ ) ($ ) Dollars/LS Words 13. 1 EA Project NC -8 Junction Box #1 ($ ) ($ ) Dollars/EA Words 00400 — Bid Form - Revised 09/24/08 00400 — 6 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 DOCUMENT 00400 —BID FORM (continued) < . - ' Non -Critical 0. CONTRACT VVL-9 WL -2, WL -3, And WL -. • •`> - ter Cutover,: Plan WL -1; ' -4 BID SCHEDULE $d 4T EM - NUMBER ' EST QTY. UNIT , UNIT PRICE r .. TOTAL y :". `:?DESCRIPTION 14. 1 LS Project NC -9 ($ ) ($ ) Dollars/LS Words 15. 1 LS Project NC -10 ($ ) ($ ) Dollars/LS Words 16. 1 LS Project NC -11 ($ ) ($ ) Dollars/LS Words 17. 1 LS ProjectNC-12 ($ ) ($ ) Dollars/LS Words 18. 1 LS ProjectNC-13 ($ ) ($ ) Dollars/LS Words 00400 — Bid Form - Revised 09/24/08 00400 — 7 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 DOCUMENT 00400 -BID FORM (continued) 00400 — Bid Form - Revised 09/24/08 00400 — 8 y g CONTRACT WL 9 Non-Ctittcal J ' Cutover Plan 'BID SCHEDULE WL 1 WL 2, WL' -3 - 'at And WL -4, - ITEM ' NUMBER' EST;- QTY. UNIT TOTAL -DESCRIPTION JUNIT PRICE 19. 1 LS Project NC -14 ($ ) Dollars/LS ($ ) Words 20. 1 LS Project NC -15 ($ ) Dollars/LS ($ ) Words 21. 1 LS Project NC -15 Junction Box ($ ) Dollars/LS ($ ) Words 22. 1 LS Project NC -15 Lift Station Demo ($ ) Dollars/LS ($ ) Words 23. 1 LS Project NC -16 ($ ) Dollars/LS ($ ) Words 00400 — Bid Form - Revised 09/24/08 00400 — 8 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 DOCUMENT 00400 —BID FORM (continued) ..iill CONTRA CT ' ' ` Non -Critical Cutover PIanWL-iI * ' BID SCIIEDIJLE _ -a 1W L 9 : WL -2, WL -3, And -, WL. * ' -4" ITEM NUMBER i EST ; QTY.. ,;;• UNIT Y ` y .. DESCRIPTION UNIT PRICE, • TOTAL 24. 1 LS Project NC -17 Lift Station Refurbishment ($ ) ($ ) Dollars/LS Words 25 1 LS ProjectNC-18 ($ ) ($ ) Dollars/LS Words 26. 19 EA Project NC -19 4 Ft. Dia. Std. Manhole, 0- 6 Ft. Deep ($ ) ($ ) Dollars/EA Words 27. 30 VF Project NC -19 4 Ft. Dia. Manhole Extra Depth, Over 6 Ft. Deep ($ ) ($ ) Dollars/VF Words 28. 1 LS Project NC -20 Fish Ladder ($ ) ($ ) Dollars/LS Words 00400 — Bid Form - Revised 09/24/08 00400 — 9 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 DOCUMENT 00400 —BID FORM (continued) ADDITIONAL BID ITEMS The following bid items are to be used for additional work that is not shown on the construction drawings to be completed at the direction of the City and are not considered payment for work under the lump sum bid items. 00400 — Bid Form - Revised 09/24/08 00400 — 10 .. Non CONTRACT Plan WL SCHEDIDI.E N -I WL 9 "- -1 WL -2, WL -3, And WL -4 1 _ , , • ,, 1 .. -Critical Cuiover ¢ID tea, ITEM NUMBER EST QTY UNIT a 'DESCRIPTION : UNIT PRICE TOTAL._': 29. 1 EA 4 Ft. Dia. Std. Manhole, 0-6 Ft. Deep ($ , ($ ) Dollars/EA Words 30. 1 EA 4 Ft. Dia. Drop Manhole, 0-6 Ft. Deep ($ ) ($ ) Dollars /EA Words 31. 20 VF 4 Ft. Dia. Manhole Extra Depth, Over 6 Ft. Deep ($ ) ($ ) Dollars /VF Words 32. 1 EA 5 Ft. Dia. Std. Manhole, 0-6 Ft. Deep ($ ) ($ ) Dollars/EA Words 00400 — Bid Form - Revised 09/24/08 00400 — 10 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 DOCUMENT 00400 —BID FORM (continued) Non 1 fi, Critical CONTRACTVWL Cutover ti BID-.��S��}C;HEDi(s,JLE +CrJim Plan WL -I; If 9 And WL -4 ` .. 'VI 2, WL=3, fi.. ITEM ;NUMBER" EST . 'QTY. UNIT ,. DESCRIPTION , - 'TOTAL UNIT PRICE 33. 1 EA 5 Ft. Dia. Drop Manhole, 0-6 Ft. Deep ($ ) ($ ) Dollars/EA Words 34. 10 VF 5 Ft. Dia. Manhole Extra Depth, Over 6 Ft. Deep ($ ) ($ Dollars /VF Words 35. 20 LF 12" Sewer pipe and embedment ($ ) ($ ) Dollars /LF Words 36. 40 LF 8" Sewer pipe and embedment ($ ) ($ ) Dollars /LF Words 37. 40 SY Asphalt Surface Restoration ($ ) ($ ) Dollars /SY Words 00400 — Bid Form - Revised 09/24/08 00400 —11 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 DOCUMENT 00400 —BID FORM (continued) r: CONTRACT};WL 9 - • ' Non -Critical Cutover Plan WL -1 WL -2, WL -3, And WL -4 _ ; • BID SCHEDiii LE ULE ITEM `NUMBER ESTt QTY., UNIT : +. UNIT PRICE1... ., .. DESCRIPTION TOTAL . 38. 40 SY Concrete Surface Restoration ($ ) ($ ) Dollars /SY Words 39. 20 SY Sidewalk Replacement ($ ) ($ ) Dollars /SY Words 40. 20 CY Trench Foundation Material ($ ) ($ ) Dollars /CY Words 41. 10 TN Granular Backfill, (Class 7 Base) ($ ) ($ ) Dollars /TN Words 42. 10 TN Riprap ($ ) ($ ) Dollars /TN Words 00400 — Bid Form - Revised 09/24/08 00400 —12 DOCUMENT 00400 —BID FORM (continued) $' CONTRACT WL -9 ton-Critrcal Cutover, Plan WL 11;WL-2, WL -3 And WL -4 ,, , • • ' BID SCHEDULE T. ITEM NUMBER• 43. EST. QTY... 1 UNIT' EA Clay Dam Words Dollars /EA UNIT PRICE" ($ ) TOTAL ($ ) 44. 1 EA Permanent Plug in Exist. Sewer at Manhole Dollars /EA Words ($ ) ($ ) 45. 1 EA Temporary Plug in Exist. Sewer at Manhole Words Dollars /EA ($ ) ($ ) 46. 1 LS Trench Compaction Tests Dollars /LS Words ($ ) ($ ) 47. 2 EA Tree Protection Words Dollars /EA ($ ) (S ) 00400 — Bid Form - Revised 09/24/08 00400 —13 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 DOCUMENT 00400 —BID FORM (continued) CONTRACTIVVL Non -Critical Cutover Plan WL 1 WL -2 Y - BID SCHEDULE"11 ITEM • NUMBER 48. EST. QTY.. 100 UNIT SY Hydromulch Seeding Words Dollars /SY UNIT PRICE ($ ) TOTAL ($ ) 49. 100 SY Sod Replacement Dollars /SY Words ($ ) ($ ) 50. 100 LF Trench Excavation and Safety System Words Dollars /LF ($ ) ($ ) 51. 14,100 LF Clean and TV 12" Force Main Dollars /LF Words ($ ) ($ ) BID TOTAL PRICE: TOTAL PRICE $ Dollars ($ ). 00400 — Bid Form - Revised 09/24/08 00400 —14 DOCUMENT 00400 —BID FORM (continued) 1. Bidder acknowledges that quantities are not guaranteed and final payment will be based on actual quantities determined as provided in the Contract Documents. 2. Bidder must provide pipe material as indicated on the plan sheets. No substitutions of type of pipe will be allowed. ARTICLE 5 - CONTRACT TIMES 5.01 Bidder agrees that the Work will be substantially completed and 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. ARTICLE 6 - BID CONTENT 6.01 The following documents are attached to and made a condition of this Bid: A. Required Bid security, not less than 5% of the Bid total, in the form of a certified or bank cashier's check or a Bid Bond and in the amount of Dollars ($ B. Required Bidder's Qualification Statement with supporting data (DOCUMENT 00140). C. List of Subcontractors (DOCUMENT 00430) 00400 — Bid Form - Revised 09/24/08 00400 — 15 ).