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HomeMy WebLinkAbout09-26-1977 Regular Meeting� 1 � 1 a t h 7 J , STATE OF ALABAMA COUNTY OF BALDWIN 1 � « r `9 rr f L The City Council of the City of Fairhope, Alabama met in regular session on Monday, September 26, 1977, at 7:00 P.M., at the City Administration Building, 387 Fairhope Avenue, Fairhope, Alabama, with the following members present: Mayor`�,; James P. Nix; Councilmen: David E. Bishop, Henry G. Bishop, Sam E. Box, Jack A. Stipes and Billy Don Wiggins. ` Councilman David E. Bishop question the motion on Page No. 3 of the City Council Minutes for the September 12, 1977 meeting regarding the annexation of Mr. Robert S. Berglin's property. , Mr. Bishop stated that annexation must be done by an Ordinance and wanted to check on the legality of the motion. City Attorney John Duck told Mr. Bishop that Mr. Berglin's petition for annexation will be resubmitted once all of the legal papers have been drawn up. -4 The minutes of the September 12, 1977 meeting were approved. 1' Councilman Henry G. Bishop moved, seconded by Councilman Billy y Don Wiggins, to hear the Library Board. Motion carried. Mr. Jason Kutack, Ms. Dottie Shine, Mr. Bill MacGregor, of the Fairhope Library Board along with Ms. Claire Oates, Director of the Library came before the Mayor and Council to present their budget for the 1977-1978 Fiscal Year. Ms. Oates gave the presentation on behalf of the Fairhope Public Library. Ms. Oates said that library materials and supplies hav( more than doubled and she gave statistics of how the average price of books and the costs of periodicals have doubled, Ms. Oates told members of the Council that they were asking for a ten percent (10%) increase in the City's appropriation over last year in order to provide new and better services to the citizens of Fairhope. The total amount requested from. the City for the 1977-78 Fiscal Year is $ 51,359.00. The Library's proposed budget shall become a part of these minutes.,; W The Council told members of the Library Board that there request will be taken under advisement, since the City was now in the process of preparing the budget for the new fiscal year, Councilman Billy Don Wiggins moved, seconded by Councilman Henry G. Bishop for approval of a beer permit to Mr, R. Roy Reynolds for Lucassen's Grocery Store, with the Fairhope Police Department to keep a closer check on the problems that have previously arose regarding the selling of beer to minors. Motion carried. Councilman Sam E. Box moved, seconded by Councilman Jack A. Stipi for approval` of a beer and liquor permit to Mr. Stanley Vinsant for Julwin's Restaurant. Motion carried. The application for a beer permit by E-Z Pik, Inc. by Edgar R. Sullivan was presented and held over for action at the October loth, 1977 meeting. CouncilmaneJack-A.-Stipes said that the Fairhope Single Tax Corporatonyhad•agreed to participate'in the curb and guttering of Knoll Park. Mr. Stipes said that this will prevent cars from going into:Knoll Park. Mr.. Stipes said that the Colony would pay for the materials and that the'City would provide the labor. Councilman Jack"A. Stipes moved seconded by Councilman Sam E. Box for the City ,to go out.on bid for the curb and guttering of Knoll Park, with+ the bids ,to` include the price of materials and contract labor. Motion carried. �s Fairhope City Council Minutes for meeting 9-26-77 Paae No. 2 Councilman Sam E. Box moved, seconded by Councilman Jack A. Stipes for the City to advertise for a public hearing on thi petition for annexation of Mr. Jack Pope, with the notice t( state that Mr. Pope is requesting annexation of the propert, located on Old Battles Road as R-3, and that all propertyoi within 300 feet will be notified by -mail of the public hear: Motion carried. Councilman Jack Stipes opened a discussion on the City of Fairhope'.'s Licens.e"`Ordinance , Mr. Stipes stated that he felt there were many inequitiesvin4the existing License Ordinance, and that he felt people_ doing business in Fairhope who were located outside of -the City_Limits should be charged more than residents, ,of Fairhope., , Councilman Sam,E. Box moved., seconded by Councilman Jack Stipes to hear Councilman'Billy D..Wiggins. Motion carried. Councilman Billy Don Wiggins moved, seconded by Councilman Sam E. Box, that the City request Parker and White, C.P.A's, do an audit of the Alabama Aircraft books in addition to their annual audit of the City of Fairhope's books. Motion carried. Councilman Billy Don Wiggins moved, seconded by Councilman Jack A., Stipes to hear Mr. Henry Bishop on matters of Old Business. Motion carried. Councilman Henry G. Bishop recommended that the item " Old Business " be placed on each City Council Agenda in the future in order for the Council to discuss the status of past actions. Councilman Bishop asked the status on the purchase of a bush -hog the bids on cleaning the water tank,Fthe building permit of Attorneys -at -Law Taylor, Benton and'Irby, bids on the jettys, the topping of the City Garage, the purchase of a radar unit for the Police Department, the painting project at the pier, the pipe on the George Mc Kean property, the paving of thr road at Fly Creek,�the line on the flag pole at the Pier, the progress on the Street Assessments that were turned over to the City Attorney for collection. Councilman Jack A. Stipes moved, seconded by Councilman Billy Don Wiggins, to bring up the discussion on the Fire Station. Motion carried. Councilman Jack Stipes complimented Mr. Herman Taylor on his work in cleaning up at the fire station and said that there was a leakage problem which was'ruining City equipment, and that it needed to be repaired. Councilman Jack A. Stipes moved, seconded by Councilman Billy Don Wiggins, for the leakage at the Fire Station to be repaired. Motion carried. Councilman Sam E. Box moved seconded by Councilman Billy Don Wiggins, to act on appointing Mr. Henry G. Bishop to the Fairhope Planning and Zoning Commission. Motion carried. Councilman Sam E. Box moved, seconded by Councilman David E. Bishop „to appoint Councilman Henry G. Bishop to the Fairhope Planning and Zoning Commission for a term beginning October 1, 1977 to September 3.0, 1978. Motion carried Councilman David E. Bi`shop-moved, seconded by Councilman Jack A. Stipes to bring up thei'matter of the City Judge. Motion carried. Fairhope City Council Minutes for meeting.9-26-77, y 5 s Page No: 3 s / Mayor, Nix told Council members ;that, Mr . Greg Jones of Silverh., who had been appointed at the September 12, 1977 meeting to hear a case from -which Judge,Roy,White had asked to be excused. i has been hospitalized and woul:d.be unable to hear the case. Mayor Nix recommended to the Council that Mr. Leonard Oppenheim be nominated as Associate Judge Councilman Sam E. Box moved, seconded by Councilman Jack A. Stipes, to appoint Mr. Leonard Oppenheim as Associate Judge. Motion carried. Mayor Nix informed members of the Council that the newly created Personnel Board had held its organizational meeting and that Mr. Robert S. Berglin was appointed Chairman, Mr. Bill Johnson waIs appointed Vice -Chairman, and Mrs. Jean White was appointed Secretary of the Personnel Board. Mayor Nix told members of the Council that he had met with Mrs. Tommie Werneth of Community Consultants regarding grants available from the State of Alabama Highway Department for 100% funding on street markings and 70 % funding.on signs if the Council adopts the Safety Study and Proposal that was done by the Highway Department. The Council took the matter under advisement for study and action at the October 10th, 1977 meeting. Mayor Nix reported to members of the Council on a slight acciden with the fire truck where it was dented while backing up, and_ also of a dent in the side of the fire truck from a ladder hit- ting the side of the truck. Mayor Nix said that Fairhope Paint and Body Shop has quoted $ 48.00 as the price for fixing the dent in the side of the fire truck and $ 183.00 for fixing the dent in the back of the fire truck. J. Russell Kilgore brought members of the Council up to date on the Airport Expansion Project. Mr. Kilgore said that the contractor had been given the notice to proceed. Mr. Kilgore said that the Airport would be closed for three to five weeks during the paving time while the asphalt is being laid, and that all of the operators have been notified that the anticipated closing date is scheduled for around October 10, 1977. Councilman Jack A. Stipes moved, seconded by Councilman Billy Don Wiggins, to hear the recommendations from Moore Engineers, on the Street Improvement Project. Motion carried. Mr. Ack Moore of Moore Engineering told members of the Council that the bid opening on the Street Improvement Project had been held at 10:00 A.M., Monday, September 26th, 1977, at Cite Hall, and that the following were'the low bidders: Division A- Paving and Drainage Valta Construction Company $ 229,546.74 Division B- Sewer and Water Fairhope Paving Company, Inc 117,862.45 Mr. Moore recommended that the above bids be accepted and award- ed to the above named contractors. Councilman Jack A. Stipes moved, seconded by Councilman Billy Don Wiggins, to accept the recommendation of Moore Engineers and accept and award the bid on Division A -Paving and Drainage to Valta Construction Company in the amount of $229,546.74 and to award .the bid on ftvisiori B-Sewer' and Water to Fairhope Pavi Company in the amount of $ 117,,862'."45. Motion carried. !r r ai Fairhope City Council Minutes for 9-26-77 meeting Page No. 4 �r Mr. Thad Ingram submitted a tabulation of all of the bids received for the Street Improvement Project and these tabulations will will become a part of these minutes along with the letter of recommendation from Moore Engineering. Mayor Nix told members of. the Council :that Mrs. Voncille Halfner of the South Alabama Regional Planning Commission said that there was an additional slot available for Fairhope under the Senior Aid Program. Councilman David E. Bishop moved, seconded by Councilman Henry G Bishop for the City to accept the additional slot available under the Senior Aid Program, and to place the Senior Aid at the Fairhope Health Center. Motion carried.. Mayor Nix told members of the Council that the Radar Gun which was approved for purchase at the September 12, 1977 meeting for the Police Department in the amount of $ 895.00 was not the unit that they wanted and that -there were 50-50 State funds available for the purchase of the type of Radar Unit needed, whic would save the City money. Councilman Jack A. Stipes moved, seconded by Councilman.David E. Bishop for the City to proceed with applying for the 50-50 fund! from the State for the purchase of a Radar Unit for the Police Department. Motion carried; Councilman Jack A. Stipes recommended that the City look into an Ordinance which would require all new homes to have smoke alarms installed. There being no further business, on a motion duly made, seconded and carried, the meeting adjoprned. APPROVED; ATTEST: - iv Malta eollstrMetiom eompamy, Jfc. GENERAL CONTRACTORS P. O. Box 428 • Fairhope, Alabama 36532 •Office 928-7352 October 7, 1977 Fairhope Single Tax Corp Fairhope, Alabama 36532 Re: Curb and Gutter - West Side Bayview Street - Fairhope, Alabama Gentlemen: We are pleased to quote the following prices for the above project: Curb & Gutter 6" Sand Clay Base 15" Concrete Culvert Pipe Mobile City Standard Cast Iron Curb Side Drop Inlet with Frame and Gutter Grate Asphalt Pavement 12 to 2" Thickness 42 tons approx Junction Box (if necessary) 447 L F $ 3.35 $1,497.45 100 C Y $ 4.85 $ 485.00 240 L F $ 9.30 $2,232.00 2 each $517.50 $15035.00 480 S Y $ 2.15 $1,032.00 $6,281.45 1 each $460.00 $ 460.00 TOTAL QUOTATION: $6,741.45 VALTA ONSTRUCTION COMPANY INC VIC IRANO PRESIDENT TO: FOR: )O RE ENGINEERING CO. POST OFFICE BOX 421 FAIRHOPE, ALABAMA 36532 PHONE 928-8301 City of Fairhope Fairhope, Alabama HIGHWAY - AIRPORT - MUNICIPAL WATERWORKS - SANITARY ENGINEERING MEMBERS A. S. C. E. N. S. P. E. September 26, 1977 Professional services rendered in connection with the Municipal Improvement Project based an the low bids as follows: Surveys & Plans: Laurel Street $26,232.70 Chestnut Street 21,357.55 Third & Fig Streets 359027.25 Wisteria Street 14,984.65 School Street 16,504.15 Lincoln Street 6.215.45 Total $1209321.75 $1209321.75 X 5% = $69016.09, East of the Sun S/D, Field Layout 11 480.00 Sub Total $79496.09 Less Previous Payments 4,4,58,83 Amount Due $3,037.26 Moore Engineering Co. T. H. Ingraiff, Jr. )O RE ENGINEERING CO. POST OFFICE BOX 421 FAIRHOPE, ALABAMA 36532 PHONE 928-8301 CITY OF FAIRHOPE Fairhope, Alabama Gentlemen: HIGHWAY - AIRPORT - MUNICIPAL WATERWORKS - SANITARY ENGINEERING Today is Monday September 26th, 1977 Re: Street Improvement Program City of Fairhope, Alabama MEMBERS A. S. C. E. N. S. P. E. We have checked and tabulated the bids received on September 26th, 1977 for the Municipal Street Improvement Project, and find all Proposals in proper order. The low Bid on DIVISION A, Paving and Drainage, in the amount of $229,546.74 was submitted by Valta Construction Company, Inc., of Fairhope, Alabama, and the low bid on DIVISION B, Sewer and Water, was submitted by Fairhope Paving Company, Inc., of Fair — hope, Alabama, in the amount of $117,862.45. We recommend that these bids be accepted and awards made to the above named contractors. With best wishes, I remain Very truly yours, w; / v/ . W. PlAore, P.E. AWM/nm DIVISION A. - VALTA CONSTRUCTION CO? $229,546.74 FLACO CORPORATION 247,584.35 BALDWIN CONSTRUCTORS 254,336.10 MASON& DULION 3179154.00 DIVISION B... F;AIRHOPE PAVING CO. 117,862.45 W. R. MITCHELL 134,279.95 BEST MECHANICAL CONTRACTORS 135,853.05 MASON & DULION CO. 144,300.59 r �. VALTA CONSTRU FAIRHOPE, ALA6. COMPANY, INCORPORATED BID SCHEDULE Bidder agrees to perform all the Work described in the Specifications and as shown on the Plans, for the following unit prices. All Bids shall include sales tax and all other applicable taxes and fees. DIVISION A. - PAVING AND DRAINAGE: ITEM NO. DESCRIPTION ESTIMATED UNIT QUANTITY PRICE AMOUNT 1. Clearing & Grubbing 7 Ac. $ 800.00 52600.00 - 2. Unclassified Excavation 14,500 C.Y. 2.10 30z450.00 3. Unclassified Culvert Ex- cavation- 376 C.Y. 2.50 940.00 4. Granular Soil Base Course Type "A", 6" Compacted Thickness 49520 C.Y. 4.45 20,114.00 5. Plant Mix, Type 1, In- cluding Prime 271,200 S.Y. 1.95 53,040.00 6. 58" X 36" - 12 Gauge BCCM Arch Pipe 50 L.F. 39.15 1,957.50 ' 7. 2211 X 1311 - 16 Gauge BCCM Arch Pipe 26 L.F. 13.00 338.00 8.. 15" - 16 Gauge BCCM Pipe 330 L.F. 8.75 2,887.50 ' 9. 24" - 14 Gauge BCCM Pipe 200 L.F. 16.25 3,250.00 10. 30" - 14 Gauge BCCM Pipe 38 L.F. 19.58, 744.04 11. 15" Reinforced ConC. Pipe 785 L.F. 8.20 6,437.00 - 12. 18" Reinforced Conc. Pipe 337 L.F. 10.10 3,403.70 - 13. Inlets, Type "S", 1-Wing 7 Each 810.00 5,670.00 14. Inlets, Type "S", 2-Wing 5 Each 972.00 4.2860.00 VALTA CONSTRU JN COMPANY, INCORPORATED FAIRHOPE, ALABAMA - BID SCHEDULE ITEM ESTIMATED UNIT NO. i DESCRIPTION QUANTITY PRICE AMOUNT i 15. Inlets, Type "C" 1 Each 702.00 702.00 % 16. Curb & Gutter, Type 1 23,200 L:F. 3.15 73,,080,00 17. Junction Boxes 3 Each 540.00 1,620.00 8. Slope Paving 30 C.Y. 109.35 _3_,280.50 .19. Pavement Repair 50 S.Y. 16.45 822.52 ` 20. Solid Sod 2,600 S.Y. 3.00 7.800.00 21. Seeding 3 Ac. 700.00 2,100.00 22. Concrete Termination Strip 200 L.F. 2,25 450.00 TOTAL BID — DIVISION A. (ITEMS 1 — 22) :� 229,546.74 ✓ I hereby certify that the above is, to the best of my knowledge and belief, a true and correct tabulation of the Bids for Fair — hope Street Improvement Project received on the 26th Day of September, 1977. HCK w• moore, N.t, Ala. Reg. No. 33 4 —2 B— .J. FLACO CORPOR, EIGHT MILE, ALr A 7 8I6 SCHEDULE Bidder agrees to perform all the Work described in the Specifications and as shown on the Plans, for the following unit prices. All Bids shall include sales tax and all other applicable taxes and fees. DIVISION A. — PAVING AND DRAINAGE° ITEM ESTIMATED UNIT NO. DESCRIPTION QUANTITY PRICE AMOUNT 1. Clearing & Grubbing 7 Ac. /%b Q °- 2. Unclassified Excavation 14,500 C.Y. 9 ou � g &I EgY 3. Unclassified Culvert Ex— cavation 376 C.Y. 4. Granular Soil Base Course Type "A", 6" Compacted Thickness 4, 520 C.Y. 5. Plant Mix, Type 1, In— ov eluding Prime 279200 S.Y. u 6. 58" X 36" — 12 Gauge Sl4 mo BCCM .Arch Pipe 50 L.F. 6 7, 22" X 13" — 16 Gauge %3 9& BCCM Arch Pipe 26 L.F. 3 8. 15" — 16 Gauge BCCM Pipe 330 L.F, 9. 24" — 14 Gauge BCCM Pipe 200 L.F. )Q-�� 10. 30" — 14 Gauge BCCM Pipe 38 L.F. � a ?,o a,► 11. 15" Reinforced ConC. Pipc 785 L.F. �� J ?? 12. 18" Reinforced Conc. Pipe 337 L.F. % p ?' 3 !'412 13. Inlets, Type "S", 1—Wing 7 Each �ipb= 4� 14, Inlets, Type 'IS", 2—Wing 5 Each 00 1<0— v < ..�..�- -2A— r M FLACO CORPORA EIGHT MILE, ALADAMA BID SCHEDULE ITEM NO. DESCRIPTION 15. Inlets, Type "C" 16. Curb & Gutter, Type 1 17, Junction Boxes .18. Slope Paving .19. Pavement Repair 20. Solid Sod 21. Seeding 22, Concrete Termination Strip 0 ESTIMATED UNIT QUANTITY PRICE AMOUNT 1 Each < q'Da o < 0v o 239200 L.F.Lam„ a� 3 Each 30o cr 900 30 C.Y. 0 50 S.Y. 20600 S.Y. 2 S� —��00 ®' 3 Ac.C) / .00 200 L.F. ao 600 - TOTAL BID - DIVISION A. (ITEMS 1 - 22) I hereby certify that the above is, to the best of my knowledge and belief, a true and correct tabulation of the Bids for Fair - hope Street Improvement Project received on the 26th Day of September, 1977. /J A �Iilel � � � Ack W. Moore, E. & L.S. Ala. Reg, No. 3384 -2B- 0-1�" 7 ,- BALDWIN CONS._CTORS, INCORPORATED BAY MINETTE, ALABAMA BID SCHEDULE Bidder agrees to perform all the Work described in the Specifications and as sh-wn on the Plans, for the following unit prices. All Bids shall include sales tax and all other applicable taxes and fees. DIVISION A. PAVING AND DRAINAGE° ITEM ESTIMATED UNIT NO. DESCRIPTION QUANTITY PRICE AMOUNT 1. Clearing & Grubbing 7 Ac. oo Lor 2. Unclassified Excavation 14,500 C.Y. 3. Unclassified Culvert Ex— cavation 376 C.Y. 4. Granular Soil Base Course Typ© "A", 6" Compacted Thickness 4,520 C.Y. 00 5. Plant Mix, Type 1, In— Prime 27,200 S.Y. cluding 6. 58" X 36" — 12 Gauge BCCM Arch Pipe 50 L.F. oo 41 me 7. 22" X 13" — 16 Gauge BCCM Arch Pipe 26 L.F. 8. 1511 — 16 Gauge BCCM Pipe 330 L.F. �/� co33©a go goo � 9. 24" — 14 Gauge BCCM Pipe 200 L.F. 10. 30" — 14 Gauge BCCM Pipe 38 L.F. /9zo 6a ,Z� 11. 151' Reinforced ConQ. Pipo 785 L.F. 400 Te'— 12. 18" Reinforced Conc. Pipe 337 L.F. �o /�-- .S"a -' 13. Inlets, Type 'IS", 1—Wing 7 Each L0 2? 14. Inlets, Type "S", 2—Wing 5 Each 476-00 —2A— BALDWIN CO' BAY MINETT BID SCHEDULE UCTORS, INCORPORATED LABAMA ITEM NO. DESCRIPTION 15, Inlets, Type "C" 16. Curb & Gutter, Type 1 17. Junction Boxes - a8. Slope Paving r .19. Pavement Repair 20. Solid Sod 21. Seeding 22. Concrete Termination Strip ESTIMATED UNIT QUANTITY PRICE AMOUNT 1 Each S i 7� / 23,200 L.F. JzS 3 Each 30 C.Y. 50 S.Y. 44��D'-� 2, 600 S.Y. 3 A c . / �' 7 -� 5- 5co 200 L.F. zzS 4��--,/I TOTAL BID — DIVISION A. (ITEMS 1 — 22) I hereby certify that the above is, to the best of my knowledgd and, belief, a true and correct tabulation of the Bids for Fair — hope Street Improvement Project received on the 26th Day of September, 1977. n HCK W, moore, N'+t Ala. Reg. No. 338 —2B— . '1 . i'fh _Ui'J & UULI it f; lj INC Go j%a ri 1 J PENSACOLA, FLORIDA BID SCHEDULE Bidder agrees to perform all the Work described in the Specifications and as shown on the Plans, for the following unit prices. All Bids shall include sales tax and all other applicable taxes and fees. DIVISION A. — PAVING AND DRAINAGE: ITEM ESTIMATED UNIT NO. DESCRIPTION QUANTITY PRICE AMOUNT 1. Clearing& Grubbing g 7 Ac. a D� -, e� �g 2. Unclassified Excavation 14,500 C.Y. 3. Unclassified Culvert Ex—. cavation `�o %� 376 C.Y. 4. Granular Soil Base Course Type "A", 6" Compacted p a= Thickness 49520 C.Y. "an f 5. Plant Mix, Type 1, In- 7X" cluding Prime 27, 200 S.Y. Cl? f,1W 6. 58" X 36" - 12 Gauge BCCM Arch Pipe 50 L.F. 0 a d 7. 22" X 13" - 16 Gauge a r- ea BCCM Arch Pipe 26 L.F. 7 8,. 15" - 16 Gauge BCCM Pipe 330 L.F. /�e' Cs) 9. 24" — 14 Gauge BCCM Pipe 200 L.F. or �`/, d ' a� 10. 30" — 14 Gauge BCCM Pipe 38 L.F. .Dd 11. 1511 Reinforced ConC. Pipo 785 L.F. 12. 18" Reinforced Conc. Pipe 337 L.F. / �� 17 &4 13. Inlets, Type 'IS", 1—Wing 7 Each .�i�4 �— ��� a o 14. Inlets, Type "S"; 2—Wing 5 Each —2 A— fr-i U14 66 L bLJ U„ 1.11lt104'7 A i L J PENSACOLA, FLORIDA BID SCHEDULE ITEM NO. DESCRIPTION 15. Inlets, Type "C" 16. Curb & Gutter, Type 1 17. Junction Boxes a8. Slope Paving 119. Pavement Repair 20. Solid Sod 21. Seeding 22. Concrete Termination Strip ESTIMATED UNIT QUANTITY PRICE AMOUNT 1 Each 2392DO L.F. e%er °— / 3 Eachl�`� �p �n 30 C.Y. G �y $ ° 5 0 S.Y. eL 2,600 S.Y. -S 3 A c . e7 of 0 d 0 200 L.F. Zee TOTAL BID — DIVISION A. ITEMS 1 — 22) r I hereby certify that the above is, to the best of my knowledge and belief, a true and correct tabulation of the Bids for Fair — hope Street Improvement Project received on the 26th Day of September, 1977. ;zxi� Ack W. Moore, Ala. Reg. No./ i .E. & L.S. 384 —28— FAIRHOPE 1G COMPANY, INCORPORATED FAIRHOPE2 AMA BID SCHEDULE DIVISION B. — SEWER AND WATER: ITEM ESTIMATED UNIT NO. DESCRIPTION QUANTITY PR_ICE AMOUNT 70 23. 8" U.C. Sewer Line (0'-61) 29322 L.F. 1 24. 8" U.C. Sewer Line (6'-8') 29905 L.F. _. - 7 ;- 25. 8" V.C. Sewer Line (8'-101) 973 L.F. 26. 8" V:C. Sewer Line (10' —12') 19330 L.F. r 00 27. 8" V:C. Sewer Line 3 ` (12'-141) 115 L.F. 28. 4" V.C. Sewer Ser. Line 10000 L.F. 29. 4" V.C. Sewer Service Conn. a° C .� °` Including all Fittings 43 Each 30. 6" V.C. Sewer Ser. Line 140 L.F. �5 31. 6" Sewer Service Conn. n ✓ '� ~ ' Including all Fittings 4 Each 32. 48" Manholes (0'-61) 9 Each o ` �. 33. 48" Manholes (6'-81) 16 Each 34. 48" Manholes (8'-101) 2 Each 35. 48" Manholes (10'-121) 2 Each 36. 48" Manholes (12'-141) 2 Each % 37. 48" Manholes (14'-161) 1 Each v 06 38. 6" P.V.C. Force Main Class 200 49250 L.F.-- 39. "Mini" Pump Station, In— cluding Wet Well 1 Each —2C— t' f Ai(ih, 6PE PA V. FAIRHOPE, ALAB A BID SCHEDULE ITEM ESTIMATED UNIT NO. DESCRIPTION QUANTITY PRICE AMOUNT 40. Air & Vacuum Release Valve (APCO No. 402 WA) 1 Each �� 96 � �a �'___ 41. Conn. To Exist. Manholes 2 Each C / 42. Manhole Covers - Adjust to Grade 6 Each 43. V P.U.C. Water Main, In- CC cluding -Flas - Class 160 5, 000 L.F. 44. F17.7�'V�.S 6" Gate Valves 1 Each = ti 0 45. 6'' Fire Hydrants 11 Each 46. Wet Conn. to Existing 6" Main (Including Tapping Tees & Valves) 3 Each 47, 3" Gate Valve 1 Each _! 48. 3" P.V.C. Water Main, In- �=' =—� cluding-F_1zP_gas-�- Class 160 370 L.F. .., Fr 49. Wet Conn. to Exist. B" Main ( Including Tapping 6 7'r Tees and Valves) 2 Each �� 50. 3/4" Type "KII, Copper I i �` } O Service Line 1,000 L.F. / �? 51. 3/4" Water Service Conn. (in- i cluding Curb Stop, Corp. 'Stop oo & Meter Box) No Meters Re- quired 51 EachTOTAL — �---- DIVISION 1) B. (ITEMSB23 I hereby certify that the above is, to the best of my knowledge and belief, a true and correct tabulation of the Bids for Fair- i hope Street Improvement Proje t received on the 26th day of September, 1977. i Ack W. Moore, P. & L. -- i Ala. Reg. No. 33B4 -2D- 1 FAIRHOPE PAVI FAIRHOPE, ALA OMPANY, INCORPORATED ADDENDUM NO. 2. - 1977 STREET IMPROVEMENT PROGRAM CITY OF FAIRHOPE, ALABAMA__ TO: ALL BIDDERS SUBJECT: CHANGES TO BID PROPOSAL, DIVISION B., AS FOLLOWS: ITEM 43 - SHALL BE AMENDED TO READ AS FOLLOWS: 6" P.V.C. WATER MAIN, INCLUDING FITTINGS - CLASS 160 5,000 L.F. ITEM 48 - SHALL BE AMENDED TO READ AS FOLLOWS: 3" P.V.C. WATER MAIN, INCLUDING FITTINGS - CLASS 160 370 L.F. ALTERNATE BIDS WILL BE COiNSIDERED IF CONNECTIONS TO EXISTING MAINS CAN BE MADE WITHOUT TAPPING EQUIPMENT................... ALTERNATE BID NO. I ITEM 46 - CONNECT TO EXISTING 6" WATER MAIN, INCLUDING 6" VALVE & FITTINGS 2 EACH ALTERNATE BID NO. 2 ITEM 49 - CONNECT TO EXISTING 8" WATER MAIN, INCLUDING 6" VALVE &FITTINGS 0 � / 00 2 EACH °s U �� W. R. MITCH 'EIGHT MILE, ONTRACTOR, INCORPORATED AMA BID SCHEDULE DIVISION B._ — SEWER AND WATER: ITEM NO. DESCRIPTION 23. 811 U,C, Sewer Line (01-61) 24. 811 V,C, Sewer Line (61-81) 25. 811 lt. C. Sewer Line (81-101) 26. 8t1 U:C, Sewer Line (101-121) 27. 811 V';C. Sewer Line (121-141) 28. 411 U.C. Sewer Ser. Line 29. 411 U.C. Sewer Service Conn. Including all Fittings 30, 61? V.C, Sewer Ser. Line 31. 611 Sewer Service Conn. Including all Fittings 32. 4851 Manholes (01-61) 33. 4811 Manholes (61-81) 34. 4811 Manholes (81-10 t ) 35s 4891 Manholes (101-121) 36. 4811 Manholes (121-141) 37. 4811 Manholes (141-161) 38. 611 P.U.C. Force Main Class 200 39. flMini11 Pump Station, In— cluding Wet Well ESTIMATED UNIT QUANTITY PRICE AMOUNT 29322 L.F. .6'.14�.y 21905 L.F. .5._1606-;7'1.7c) y 973 L.F. 6 .3 i14•'7" 193 3 0 L.F. _, l 9 115 L.F. / 2 - 19 1, 000 L.F. 2, ?,. /r�, o� •' 43 Each 2 0, 67 Y.N. 51 140 L.F. 3. 7! ! 9.1ln 4 Each ,?4g/ 9 Each l 0, 00 16 Each 2 Each /7 61)D / 06,0-od 2 Each C C�o,U� / C�•G.cYa 2 Each T. o,oe) 1 Each o, 00 60 •Ciro , 4,250 L.F. —2C— 1 Each 27 SDnon SG�a•�uo. W. R. MITCHF EIGHT MILE, BID SCHEDULE ITEM NO. ONTRACTOR, INCORPORATED AMA DESCRIPTION 40. Air & Vacuum Release Valve (APCO No. 402 WA) 41. Conn. To Exist. Manholes 42. Manhole Covers — Adjust to Grade 43, 671 P.U.C. Water Main, In— cluding anges — Class 160 44. 6" Gate Valves 45. 6" Fire Hydrants 46. Wet Conn. to Existing 611 Main (Including Tapping Tees & Valves) 47. 3" Gate Valve 48. 3" P.V.C. Water Main, In— cluding -Flanges — Class 160 49. Wet Conn. to Exist. 8" Main (Including Tapping Tees and Valves) 50. 3/4" Type "K", Copper Service Line 51. 3/4" Water Service Conn. (in— cluding Curb Stop, Corp. 'Stop & Meter Box) No Meters Re— uq d T ESTIMATED QUANTITY UNIT PRICE AMOUNT 1 Each $ZUU),° 2 Each 1 nc>>. C) d_- 6 Each T0,0D D.0 5, 000 L.F. 9. 7 1 Each .? 5 11 Each 2 v 3 Each 5"`I�P- 35 '.5"•� 1 Each ) / 170 2 Each 6,7 2.5 3� 51 Ecch ­ 1.5 ;If� ("S- / TOTAL BID --DIVISION B. ITEMS 23 — 51_) _,_ I hereby certify that the above is, to the best of my knowledg*d and belief, a true and correct tabulation of the Bids for Fair — hope Street Improvement Pract received on the 26th day of September, 1977. Ain,, Ron. No. 3384 µ,•,r) �W. R. MITCHEI' ONTRACTOR, INCORPORATED EIGHT MILE, AMA _ ADDENDUM NO. 2. - i 1977 STREET IMPROVEMENT PROGRAM CITY OF FAIRHOPE, ALAB_AMA TO: ALL BIDDERS SUBJECT: CHANGES TO BID PROPOSAL, DIVISION B., AS FOLLOWS: ITEM 4.3 - SHALL BE AMENDED TO READ AS FOLLOWS: 6" P.V.C. WATER MAIN, INCLUDING FITTINGS - CLASS 160 S,000 L.F. ITEM 48 - 5HALL SE AMENDED TO READ AS FOLLOWS: 311 P.V.C. WATER MAIN, INCLUDING FITTINGS - CLASS 160 370 L.F. ALTERNATE BIDS WILL BE CONSIDERED IF CONNECTIONS TO EXISTING MAINS CAN BE MADE WITHOUT TAPPING EQUIPMENT................... ALTERNATE BID NO. ITEM 46 - CONNECT TO EXISTING 611 WATER MAIN, INCLUDING 6" VALVE & FITTINGS 2 EACH 606, ALTERNATE BID N0. 2 --- ITEM 49 - CONNECT TO EXISTING 81t WATER MAIN, INCLUDING 6" VALVE & FITTINGS 2 EACH BEST MECHAN. CONTRACTORS, INCORPORATED MOBILE, ALAB ..A BID SCHEDULE DIVISION B. — SEWER AND WATER: ITEM ESTIMATED UNIT NO. DESCRIPTION QUANTITY PRICE AMOUNT 23. 811 U.C. Sewer Line (0 1 —6 1) 2, 322 L.F. $ �� 2 5 9� ��i �`t� 70 24. 8t1 U.C. Sewer Line (61-81) 2, 905 L.F. 25. 811 V.C. Sewer Line C) (81-101) 973 L.F. 26. 811 U.C. Sewer Line (101-121) 1,330 L.F. /0,5:+17, o .- 27. 311 U; C. Sewer Line (121-141) 115 L.F.- 28. 411 U.C. Sewer Ser. Line 11000 L.F. y0cr'J • �`� 29. 411 U.C. Sewer Service Conn. li (I o o i Including all Fittings 43 Each C20 • • 30. 611 U.C. Sewer Ser. Line 140 L.F. t/W 0 J (r 31. 611 Sewer Service Conn. 3 'yC 9 z-_"0 .� Including all Fittings 4 Each 32. 48t1 Manholes (01-6') 9 Each L3 ����' ��� j��-'�t'• �''� ., 33. 48i1 Manholes (61-81) 16 Each qcl cal) 7Y``' 34. 4811 Manholes (81-101) 2 Each �% 0 •' 0) P �e --(;o 35. 4891 Manholes (101-121) 2 Each �' << <� ' e,�)' OS,0 • 36. 4311 Manholes (121-141) 2 Each � � � ' `� 1ST(' 37. 4811 Manholes (141-161) 1 Each �/ / j 6 vL' 1d' 0o 38. 6f1 P.U.C. Force Main Class 200 4,250 L.F. 39. "Mini" Pump Station, In— q) I� cluding Wet Well 1 Each —2 C— ,r f BEST MECHAN MOBILE, ALA ' BID SCHEDULE ITEM NO. CONTRACTORS, INCORPORATED ESTIMATED UNIT DESCRIPTION QUANTITY PRICE AMOUNT 40. Air & Vacuum Release Valve c 00 ` (APCO No. 402 WA) 1 Each $ ,�0 00. 0v -' 41. Conn. To Exist. Manholes 2 Each J / 0 0 li2 cv - coo 42. Manhole Covers -- Adjust '.)�)0. Ov Z o c' c / to Grade 6 Each , 43. 671 P.U.C. Water Main, In— r cluding rvo-es — Class 160 59000 L.F. 15, S�'L�- c)", -- 44. 1�1 6" Gate Valves 1 Each / %5 r GAS _ 7S-u<; -� 45. 671 Fire Hydrants 11 Each -3- �/ l �' -`' �' Z 46. Wet Conn. to Existing 691 Main (Including Tapping Tees & Valves) 3 Each ._•- 47. 3" Gate Valve 1 Each 2-t) 2v' c o 48. 3" P.V.C. Water' Main, In— q0 cluding -74anrges — Class 160 370 L.F. . 49. Wet Conn. to Exist. 811 Main (Including Tapping Tees and Valves) 2 Each ti - 50. 3/4" Type "K", Copper Service Line 12000 L.F. 51. 3/4" Water Service Conn. (in— cluding Curb Stop, Corp. Stop & Meter Box) No Meters Re— wired �. ..�' `c `i_c'� -� 51 Ecch TOTAL BID --DIVISION B. x� ( ITEMS 23 — 51)��lt I hereby certify that the above is, to the best of my knowledge and belief, a true and correct tabulation of the Bids for Fair — hope Street Improvement Project received on the 26th day of September, 1977. t Ack W. i,ioore, PJL. 6: u.5. Ala. Reg. No. 3384 BEST MECHANI ONTRACTORS, INCORPORATED MOSILE2 ALABA ADDENDUM NO. a. 1977 STREET IMPROVEMENT PROGRAM CITY OF FAIRHOPE. ALABAMA _ TO: ALL BIDDERS SUBJECT: CHANGES TO BID PROPOSAL, DIVISION B., AS FOLLOWS: ITEM 43 - SHALL BE AMENDED TO READ AS FOLLOWS: 6" P.V.C. WATER MAIN, INCLUDING FITTINGS - CLASS 160 5.000 L.F. _ ITEM 46 — SHALL BE AMENDED TO READ AS FOLLOWS: 3" P.U.C. WATER MAIN, INCLUDING FITTINGS — CLASS 160 370 L.F. ALTERNATE BIDS WILL BE CONSIDERED IF CONNECTIONS TO EXISTING MAINS CAN BE MADE WIT ROUT TAPPING EQUIPMENT................... ALTERNATE BIa_NO. I ITEM 46 CONNECT TO EXISTING 6t' WATER MAIN, INCLUDING 61' VALVE & FITTINGS 1 2 EACH ,� j 5' �'t �' ALTERNATE BID NO. -- ITEM 49 CONNECT TO EXISTING 8" WATER MAIN, INCLUDING 6" VALVE& FITTINGS mti5Ci'd & DUL11b _61,iPii NY , PENSACOLA, FLORIDA BID SCHEDULE DIVISION 8. — SEWER AND WATER: ITEM ESTIMATED UNIT NO. DESCRIPTION QUANTITY PRICE AMOUNT 23. 811 U.C. Sewer Line (01-61) 2,322 L.F.�- 24. 811 U.C. Sewer Line (61-81) 29905 L.F. 25. 8t1 V.C. Sewer Line 973 L.F. (81-101) 26. Bt1 V:'C. Sewer Line 19330 L.F. % �� = (101-121) 27. 811 V; C. "Sewer (121-141) Line 115 L.F. o o 28. 411 U.C. Sewer Ser. Line 19000 L.F.. Ua 29. 411 U.C. Sewer Service Conn. �f d �, C 0 ID Including all Fittings 43 Each 30. 611 U.C. Sewer Ser. Line 140 L.F. ✓ 31. 611 Sauer Service Conn. Fittings I 4 Each Including all 32. 48t1 Manholes (01-61) 9 Each 33. 4811 Manholes (61-81) 16 Each 6! e7 li Ct 34. 4811 Manholes (81-101) 2 Each 00 ` del 7� r 35. 48i1 Manholes (10 f —121) 2 Each �C70 �'7� f 4 36. 48i1 Manholes (121-141) 2 Each �j•�y' j 0 ✓ 37. 4811 Manholes (141-161) 1 Each _ /, eL 38. 611 P.U.C. Force Main ?-� �� 4V Class 200 49250 L.F.ot 2 39. "Mini" Pump Station, In— Q cluding Wet Well 1 Each / —2C— ' MASON & DULI PENSACOLA, I BID SCHEDULE ITEM NO. OMPANY, INCORPORATED DA DESCRIPTION ESTIMATED UNIT QUANTITY PRICE AMOUNT 40. Air & Vacuum Release Valve eo ad (FlPCO No. 402 WA) 1 Each S6 koe,e? 41. Conn. To Exist. Manholes 2 Each Cad__ 42. Manhole Covers — Adjust o n to Grade 6 Each 43. V P.V.C. Water Main, In— cluding s — Class 160. 5,000 L.F. FI q 1615 44. 6" Gate Valves 1 Each D� r d 45. 61' Fire Hydrants 11 Each 46. Wet Conn. to Existing 611 Main (Including Tapping O' Tees & Valves) 3 Each 61 0 47. 3" Gate Valve 1 Each 48. 3" P.U.C. Water Main, In— cluding fJMMREM — Class 160 370 L.F.__`�,,� F i 44 Is, 49. Wet Conn. to Exist. Bit Main ( Including Tapping "Cry d� Tees and Valves) 2 Each �aD 50. 3/4" Type "K", Copper Service Line 1 , 000 L.F. 51. 3/4" Water Service Conn. (in— cluding Curb Stop, Corp. 'Stop & Meter Box) No Meters Re— / o o u� ired 51 Each TOTAL BID — DIVISION B. ITEMS 23 — 51 )____.___ �p } 7.S I hereby certify that the above is, to the best of my knowledge 1tJ'd and belief, a true and correct tabulation of the Bids for Fair— hope,Street Improvement Project received on the 26th day of September, 1977. f � Rc W. Moore, P. & L. nip 9mn s r� t 7di �OASON & DULIOt PENSACOLA, FL, PANY, INCORPORATED A ADDENDUM N0. 2. - 1977 STREET IMPROVEMENT PROGRAM CITY OF FAIRHOPE, AL.ABAMA TO: ALL BIDDERS SUBJECT: CHANGES TO BID PROPOSAL, DIVISION B., AS FOLLOWS: ITEM 43 - SHALL BE AMENDED TO READ AS FOLLOWS: 6" P.V.C. WATER MAIN, INCLUDING FITTINGS - CLASS 160 S,000 L.F. ITEM 48 - SHALL BE AMENDED TO READ AS FOLLOWS: 3" P.V.C. WATER MAIN, INCLUDING FITTINGS - CLASS 160 370 L.F. ALTERNATE BIDS WILL BE CONSIDERED IF CONNECTIONS TO EXISTING MAINS CAN BE MADE WITHOUT TAPPING EQUIPMENT................... ALTERNATE BID N0. I ~� ITEM 46 - CONNECT TO EXISTING 6" WATER MAIN, INCLUDING 6" VALVE & FITTINGS o 2 EACH ALTERNATE BID NO. 2 ITEM 49 - CONNECT TO EXISTING 8" WATER MAIN, INCLUDING 6" VALVE & FITTINGS 0 2 EACH/�o-