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177940 T Grala l to City Cl 1 tie No. mg.—ft � T. 1 /7 V J CITY OF ST. PAU!r Ammon* . " NO. ■ 4 ` OFFICE OF THE CI ' 'T1.� Y y i the i COUNCIL R OL T •N—G < � � A , � " PRESENTED BY ft '� ``�,/ I- d t ;, COMMISSIONS L/. �r. Ise . ' 43if�a �rrtir WHEREAS, Adel vns and Deductions which might prove to be necessary in the provement described as the Grading and Paving of Shepard Road from Jackson St. to 250 ft. easterly of Sibley St., Comptroller's Contract L-5459, Okes Company, Contractors, have been provided for in the specifications at unit prices stipulated therein, and n WHEREAS, Due to inaccuracies in the original record of Union Depot viaduct plans as to concrete base and block paving, additional quantities of concrete base were required and an extension of new construction northerly on Sibley Street was necessary to improve vehicular clearance under the viaduct, together with extra fill under the Chicago, Great Western Railway viaduct, pursuant to resolution C.F. No. 174736 approved August 25, 1955, said Additions and Deductions being listed as follows: see attached list WHEREAS The total net Addition is $6,894.72, now therefore, be it RESOLVED, That the City of St. Paul through its City Council approves the foregoing Addition made in accorda9ce with the specifi- cations in the sum of $6,894.72, said sum to be added to the lump sum consideration named in the contract, known as Comptroller's Contract L-5459, for the making of the above improvement. The Commissioner of Public Works has agreed with the above named contractor that the sum of $6,894.72 is the correct amount to be - added to the above contract. .. Okes Cons u ion Company By .41441 4 .4 1 Ill lob' V k ,I , A ilA i 1, ...,,,a Sm. .... , /if (= ''44i1/11, omm ss one �r c or s i � 21956 COUNCILMEN Adopted by the Counc' , 195_ Yeas / Nays JAY 4 f: ma Gibbons on Approved 195_ oll d r / d�Ia 'telli n Favor 4 •� / • etortinson *g ng Mayor 1P.igtl it I - Against PUBLISHED 5- - - 5M 6.55 .41102 2 - -5-6, _7 Duplicate to Printe. COUNCIL NO. CITY OF ST. PAUL FILE OFFICE OF THE CITY CLERK COUNCIL RESOLUTION—GENERAL FORM PRESENTED BY DATA COMMISSIONER WHEREAS, Additions and Deductions which might prove to be necessary in the improvement described as the Grading and Paving of Shepard Road from Jackson St. to 250 ft. easterly of Sibley St. , Comptroller's Contract L-5459, Okes Company, Contractors, have been provided for in the specifications at unit prices stipulated therein, and n WHEREAS, Due to inaccuracies in the original. record of Union Depot viaduct plans as to concrete base and block paving, additional quantitiE_ 1 of concrete base were required and an extension of new construction northerly on Sibley Street was necessary to improve vehicular clearance under the viaduct, together with extra fill under the Chicago, Great Western Railway viaduct, pursuant to resolution C.F. No. 174736 approved August 25, 1955, said Additions and Deductions being listed as follows: - see attached list WHEREAS The total net Addition is $6,894.72, now therefore, be it RESOLVED, That the City of St. Paul through its City Council approves the foregoing Addition made in accordanaJ with the specifi- cations in the sum of $6,894.72, said sum to be added to the lump sum consideration named in the contract, known as Comptroller's Contract L-5459, for the making of the above improvement. The Commissioner of Public Works has agreed with the above named contractor that the sum of $6,894.72 is the correct amount to be added to the above contract. Oke ° C,ons u on Company * '(a.ini117: 1/11:A-41 / c:18i* s COUNCILMEN Adopted by the CouncitP 195_ Yeas Nays Gibbons Halvorson Approved 195_ Holland Marzitelli In Favor Mayor Mortinson Peterson Against 5M 6-66.1 r, `Y 34?'"Fd•e-lif-era ;.C:0.rovitl 177940 ADDITIONS 108.0 Sq.Yds. Remove concrete base @ 1.10 $ 118.80 16900 it Remove granite block wearing course @ 1.00 169.00 6 " Remove monolithic concrete sidewalk @ 0.50 3,00 110.5 Lin.Ft. Remove concrete curb @ 0,25 27.62 19 Tons Asphaltic concrete wearing course (Class B) @ 11.00 209/00 78 Tons Asphaltic concrete binder course (Class "C" ) @ 10.00 780.00 108 Sq.Yds 8" Concrete base @ 5.00 540.00 57 Cu.Yds Concrete leveling course @ 24.50 1,396.50 6.75 " Concrete for Traffic Separator Islands @ 24.50 165.37 35.2 Lin.Ft. 7"x18" Straight Conc. curb @ 1.80 63.36 102.5 " 7"x18" Radius Conc. curb @ 1.90 194.75 6 Sq.Yds Relay granite block wearing course @ 3,50 21.00 11 Lin Ft. Rebuild sakskxbasiax manholes(2) @ 10.00 110.00 2 " " Rebuild catch basin @ 10,00 20.00 1,225 Sq.Yds Remove concrete filler @ 0.70 857.50 under granite blocks (agreed price ) 2 Castings "A". @ 25.00 50.00 9 Tons Temporary asphalt surfacing @ 6.85 61.65 217.56 Cu.Yds Additional crushed rock for parking area @ 3,25 707.07 Filling hole under existing concrete 11.21 base--agreed price Removing temporary asphalt sur- facing--agreed price 14001 Removing old pavement & retaining wall in bottom of sewer trench 228.71 (agreed price ) 1,642.0 Cu.Yds Compacted fill at C.G.W. under- pass per resolution .C.F. 174736, approved Aug. 25, 1955 @ .85 1 3970 Total 7,144.25-- DEDUCTIONS 1.6 Sq.Yds Remove brick wearing course @ 1.00 1,60 555 Sq.Ft. 2" Bituminous walk @ 0.15 83.25 1.6 Sq.Yds Relay brick pavement @ 3.50 5.60 397.7 Sq.Ft, 4" Monolithic conc. sidewalk @ 0.40 159.08 Total 249,53 NET ADDITIONS $6,894,72 177940 ADDITIONS 108.0 Sq.Yds. Remove concrete base @ 1.10 $ 118.80 169.0 " Remove granite block wearing course @ 1.00 169.00 6 " Remove monolithic concrete sidewalk @ 0,50 3.00 110.5 Lin.Ft, Remove concrete curb @ 0.25 27.62 19 Tons Asphaltic concrete wearing course (Class B ) © 11.00 209/00 78 Tons Asphaltic concrete binder course (Class "C" ) © 10.00 780.00 108 Sq.Yds 8" Concrete base @ 5.00 540.00 57 Cu.Yds Concrete leveling course @ 24.50 1,396.50 6.75 " Concrete for Traffic Separator Islands @ 24.50 165.37 35.2 Lin.Ft. 7"x18" Straight Conc. curb @ 1.80 63.36 102.5 " 7"x18" Radius Conc. curb @ 1.90 194.75 6 Sq.Yds Relay granite block wearing course @ 3.50 21.00 11 Lin Ft. Rebuild gatichx asi x manholes(2) @ 10,00 110.00 2 " " Rebuild catch basin @ 10.00 20.00 1,225 Sq.Yds Remove concrete filler @ 0.70 857.50 under granite blocks (agreed price ) 2 Castings "A" @ 25.00 50.00 9 Tons Temporary asphalt surfacing @ 6.85 61.65 217.56 Cu.Yds Additional, crushed rock for ,parking area @ 3.25 707.07 Filling hole under existing concrete 11.21 base--agreed price Removing temporary asphalt sur- facing--agreed price 14.01 Removing old pavement & retaining wall in bottom of sewer trench 228.71 (agreed price ) 1,642.0 Cu.Yds Compacted fill at C.G.V . under-_ pass per resolution C.F. 174736, approved Aug. 25, 1955 @ .85 1,395.70 Total _ 7,144.25 DEDUCTIONS 1.6 Sq.Yds Remove brick wearing course @ 1.00 1.60 555 Sq.Ft. 2" Bituminous walk @ 0,15 83.25 1.6 Sq.Yds Relay brick pavement @ 3.50 5.60 397.7 Sq.Ft. 4" Monolithic conc. sidewalk @ 0.40 159.08 Total 249.53 NET ADDITIONS $6,894.72