Loading...
HomeMy WebLinkAboutORDINANCES-1975-080-O-7580-0-75 AN ORDINANCE Amending Ordinance 34-0-74 Concerning the Construction of Special Assessment 1328 WHEREAS, the City Council of the City of Evanston adopted Ordinance 134-0-74 on April 15, 1974 providing for the construction of a local improvement known as Evanston Special Assessment 1328; and WHEREAS, subsequent to the adoption of said ordinance, the said improve- ment was confirmed by the Circuit Court. of Cook County, Illinois, County Division land pursuant to the order of that court, bids were received, a bid was awarded, .and the construction of the special assessment herein was completed; and WHEREAS, the cost of the construction of said special assessment was submitted to the Board of Local Improvements; and WHEREAS, the Board of Local Improvements finds that the first assessment 'was insufficient to'pay the contract price or the bonds or vouchers issued or to be issued in payment of the contract price together with the amount required 'to pay the accrueing interest thereon; and i WHEREAS, the Board of Local Improvements finds that certain provisions jof Ordinance 34-0-74 must be revised in order to reflect the increased cost of construction of Evanston Special Assessment 1328; and WHEREAS, the City Council of the City of Evanston concurs in the recommendation of the Board of Local Improvements; NOW, THEREFORE, BE IT ORDAINED BY THE CITY COUNCIL OF THE CITY OF EVANSTON, COOK COUNTY, ILLINOIS: SECTION 1: That Section 2 of Ordinance 34-0-74, introduced April 18, 1974, and adopted April 15, 1974, be and is hereby amended to read as follows: "Section 2. That the Recommendation of this Ordinance by the Board of Local Improvements of the City of Evanston, Illinois, and the amended Estimate of the cost of said improvement made by the Engineer of said Board, both hereto attached, be and the same'are hereby approved and by reference thereto made a part hereof;" SECTION 2: That Section 3 of the aforesaid Ordinance 34-0-74 be and is hereby amended to read as follows -2- 80-0-75 0 • • "Section 3: That said improvement shall be made and the cost thereof, Fifty-one Thousand, five hundred twenty and 00/100 Dollars ($51,520.00), including the sum of Six Thousand three hundred eight and 48/100 Dollars ($6,308.48) being the cost of making and collecting the assessment and all other expenses as provided by law, shall be paid for by special assessment in accordance with an act of the General Assembly of the State of Illinois known as The Illinois Municipal Code, effective July 1., 1961, and the amendments thereto." SECTION 3: That the,estimate of the cost of the improvement made by the engineer of the board referred to in Section 2 of the Ordinance, which was attached and made a part of the Ordinance, shall be removed and deleted from said Ordinance, and in its place the new estimate of the cost of said improvement made by the engineer of the board, dated August 1, 1975, hereto attached, shall be attached and made a part of the Ordinance in place thereof. SECTION 4: That all ordinances or parts of ordinances conflicting herewith are hereby repealed. SECTION 5: That this ordinance shall be in full force and effect from and after its passage and approval in the manner provided by law. Introduced: October 11, ,1975 Adopted: October 27. ,1975 Approved: nrtnhPr 27_ /s/ Edgar Vanneman, Jr, Mayor ATTEST: /s/ Maurice F. Brown City Clerk Approved as to form: /s/ Jack M_ 3 7Pi Corporation Counsel ,1975 The Estimated Cost of said imp)-Dvement,as made by the, Engineer • of the Board of Local Improvements of the City of Evanston, is as follows: Quantity Unit Item Unit Price 1720.0 S.Y. Pavement Removal $ 5.60 $ 55.0 l.f. Combination Curb and Gutter Removal 5.00 900.0 s.f. Sidewalk Removal .75 20.0 s.y. Driveway Pavement Removal 8.00 45.0 s.y. Portland Cement Concrete Driveway Pavement 14.00 10.0 s.y. Pavement Replacement 22.00 190.0 c.y. Earth Excavation 10.00 65.0 tons Bituminous Concrete Surface Course,C1-1,1" 36.50 97.5 tons Bituminous Concrete Binder Course, 1 1/2" 35.25 370.0 tons Bituminous Aggregate Mixture Base Course, 6" 28.20 1010.0 l.f. Combination Concrete Curb & Gutter, Type B,6.12 6.60 150.0 s.y. Top Soil Placement 1.70 150.0 s.y. Sodding 4.00 320.0 l.f. Parking Barrier Removal 3.15 LUMP SUM Concrete Wall Removal 1800.00 110.0 l.f. Saw Cutting 1.50 60.0 l.f. Storm Sewer, Type 2, 10" V.C.P. 22.00 2.0 each Manhole, 4' dia., Type A, Type 1 Frame, • Closed Lid 715.00 2.0 each Catchbasin, 4' dia. Type A, Type 1 Frame, Open Lid 675.00 1.0 each Catchbasin, 2' dia., Type C, Type 1 Frame, Open Lid 485.00 30.0 c.y. Trench Backfill 19.50 2.0 each Manholes to be Adjusted 120.00 ' 3.0 each Catchbasin to be Adjusted 120.00 Estimated Construction Costs . . . . . . . . . . Cost of Engineering Services . . . . . . . . . . . . . Legal Expenses . . . . . . . . . . . . . . . . . . . . Cost 8075.20 235.00 12.00 0.00 1092.00 0.00 1900.00 2336.00 3948.00 10885.20 6454.80 425.00 1000.00 989.10 1800.00 0.00 506.00 715.00 1350.00 970.00 585.00 360.00 240.00 $ 43,878.30 3,820.85 3,820.85 TOTAL ESTIMATED COST $ 51,520.00