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180709 • Original top),Clerk CITY OF ST. PAUL wpm NO. ' Q�9 �� CO _ �,,� OFFICE OF THE CITY CLERK Council File No..iaoaoa--By P O • NCIL REST LUG I• —GENERAL FORM ar„ PRESENTED BY f ����VW and Pa n Fyne Avenue COMMISSIONS - -�%..4. DATE WHEREAS, ADDITIONS AND DEDUCTIONS which might prove to be necessary in the improvement described as Grading and Paving Payne Avenue from C.M. St.P. & 0. Ry. Bridge to Hawthorne Avenue Comptroller's Contract L-5612, Otto B. Ashbach & Sons, Inc., contractor, have been provided for in the specifications at unit prices stipulated herein, and WHEREAS, It has been found necessary to make the following ADDITIONS AND DEDUCTIONS: as per attached list RESOLVED, That the City of St. Paul through its City Council approves the foregoing Deduction made in accordance with the spec- ifications in the sum of $5,074.50, said sum to be deducted from the lump sum consideration named in the contract, known as Comp- troller's Contract L-5612, for the making of the above improvement. The Commissioner of Public Works has agreed with the above named contractor that the sum of $5,074.50 is the correct amount to be deducted from the above contract. Ott B. Ashbach & Sons, Inc. / /Ai r ommissio =r of P bl' - Works COUNCILMEN Adopted by the Council DEC 11 1956 195_ Yeas Nays eC,ircy OEC111S of1and Approved 195- rzite11i Iortinson Favor I • 0 I Mayor osen Against ANSIONNUININIMI PUBLISHED A2-/S Mr. Vice2'reaidsnt (Peterson) 6M 6-56 8! ' 9 DEDUCT IONS 632 Tons Asphaltic conc.Binder Course @ $10.00 6,320.00 10 Cu.Yds Conc. Levelling Course @ 24.50 245.00 90 L.F. Radius 7" X 18" conc.Curb @ 1.90 171.00 453 L.F. Reset Granite Curb @ 1.40 634.20 3 Tons Sheet Asphalt Filler @ 11.50 34.50 32 Cu.Yds Topsoil @ 2.50 80.00 114 S.Yds Sod @ 0.35 39.90 132 S.Ft. 4" Mono. Conc. Sidewalk @ 0,40 52.80 $ 7,577.40 ADDITIONS 14 Tons Asphaltic Conc.Wearing Course @ 11.00 154.00 152 S.Yds 7" Concrete Base @ 4.50 684.00 603 L.Ft. 7" x 18" straight conc.Curb @ 1.80 1,085.40 176 L.Ft. Cut Saw Joints @ 1,10 193.60 133 S.Yds Remove conc. Base @ 1.10 146.30 Repair conc. Areaway, Labor & Equipment 182.60 1 24" Side Inlet @ 25.00 25.00 8 Tons Crushed Rock Fill @ 4.00 _ 32.00 $ 2,502.90 NET DEDUCT ION $ 5,074.50 Duplicate to Printer CITY OF ST. PAUL COUNCIL Na OFFICE OF THE CITY CLERK COUNCIL RESOLUTION—GENERAL FORM PRESENTED BY DATF WHEREAS, ADDITIONS AND DEDUCTIONS which might prove to be necessary in the improvement described as Grading and Paving Payne Avenue from C.M. St.P. O. ay. Bridge to Hawthorne Avenue Comptroller's Contract L.46121 Otto B. Ashbach & Sons, Inc., contractor, have been provided for in the specifications at unit prices stipulated herein, and WHEREAS, It has been found necessary to make the following ADDITIONS ATO DEDUCT ICS : Aa_am_attached list RESOLVED, That the City of St. Paul through its City Council ' approves the foregoing Deduction made in accordance with the spec. ifications in the sum of $5,074.50, said sum to be deducted from the lump Sum consideration named in the contract, known as Camp.. troller's Contract L.5612„ for the making of the above improvement. The Commissioner of Public Works has agreed with the above named contractor that the sum of $5,074.50 is the correct amount to be deducted from the above contract, Ott B. Ashbach &; Sons, Inc. ) ■ . Pt V / 4 , !I- COMM15$1.0 er of b-"c Works Ec 1956 COUNCILMEN Adopted by the Cou cil 195 Yeas Nays DeCourcy Holland Approved 195_ Marzitelli Mortinson In Favor Mayor Rosen Against Mr.Vice. Prf,-Fident (Pet,rtion) 5M 6-56 DEDUCTIONS 632 Tons Asphaltic conc.Binder Course @ $10.00 6,320.00 10 Cu.Yds Conc. Levelling Course @ 24.50 245.00 90 L.E. Radius 7" X 18" conc.Curb © 1.90 171.00 453 L.F. Reset Granite Curb © 1.40 634.20 3 Tons Sheet Asphalt Fillet @ 11.50 34.50 32 Cu.Yds Topsoil @ 2.50 80.00 114 S.Yds Sod @ 0.35 39.90 132 S.Ft. 4" Mono. Conc. Sidewalk © 0.40 52.80 $ 7.577.40 ADDITIONS 14 Tons Asphaltic Conc.Wearing Course © 11.00 154.00 152 S.Yds 7" Concrete Base 0 4.50 684.00 603 L.Ft. 7" x 18" straight conc.Curb 1.40 1,085.40 176 L.Ft . Cut Saw Joints ' 0 1.10 193.60 133 S.Yds Remove conc. Base @ 1.10 146.30 Repair conc. Areaway, Labor & Equipment 182.60 1 24" Side Inlet (0 25.00 25.00 8 Tons Crushed Rock Fill © 4.00 32.00 $ 2,502.90 NET DEDUCTION $ 5,074.50