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D2567 ce — City Clerk No. � -ink — Finance Dept. Canary — Dept. Accounting Date JAN 3 0 1976 Blue — Engineer Green — Contractor • CITY OF SAINT PAUL — OFFICE OF THE MAYOR ADMINISTRATIVE ORDER for CONTRACT CHANGE AGREEMENT NO. 1 ADMINISTRATIVE ORDER, Whereas, additions which proved to be necessary to the Improvement described as the BUT LINENEST BRANCH) SEWER REPAIR known as Contract L- 7867 , City Project No. 75—S-1569, C. S. McCrossan. Inc. Contractor, is composed of the following: See Attached Schedule for Explanation Item No. 1 $1,612.00 Item No. 2 302.50 Item No. 3 240.00 Item No. 4 5,029.68 • TOTAL ADDITIONS $7,184.18 ORDERED, That the City of Saint Paul, through its Mayor, approves the foregoing additions made in ac- cordance with the specifications in the sum of $7,1 Alt-1R , said amount to be added to the lump sum con- sideration named in the contract, known as contract L-7867 , and which amount is to be financed from: 1974 PIA Fund. APPRO�D AS FORM y 1 Assista t :Atto ey Contractor e + 1917 By &_P&JaJ in r l _ 19 •C e Engine r Head of r t of Fin an c. ` / —Z3 19) Director of Adm&istrative As istant to the Mayor JFK/gs 3 Attachment to L • Administrative Order for Contract Change Agreement No. 1 �J BELT LINE '(WEST BRANCH) SEWER REPAIR City Prof ect No. 75-S-1569 Contract No. L-7867 Contractor - C. S. McCrossan, Inc. ` ADDITIONS Item No. 1 - Extra rock was used under the pipe for change in grade necessitated to match invert grades at the manhole at Forest St. and Wheelock Parkway. Crushed Rock in Place 248 tons @ $ 6.50 _ $1,.612.OD Item No. 2 - Removal of pavement, including concrete base to make the sewer connection at Earl St. and.Ivy Ave. This concrete base was not indicated on the plans. Remove Pavement 110 sq. yds. 8 $ 2.75 _ 302.50 Item No. 3 - Rebuilding the top of the existing manhole at Earl St. and Ivy Ave. Rebuild Manhole 4 lin. ft,. @ $ 60.00 = 240.00 Item No. 4 Additional cost for removing 390 lin. ft. of existing reinforced concrete sewer in lieu of clay tile sewer as shown on the plans. Work done on a force account basis. Cost of crew per hour: Labor Forman $10.45 Dragline Operator 10.20 Oiler 9.00 Dozer Operator 9.98 Pipe Layer 8.90' Bottom Man 8.80 $57.33 Plus 40% Overhead & Profit 22.93 Total Cost of Labor per Hour $80.26 Ectuipme At 7250 Dragline $32.10 814 Compactor 20.00 Total Cost of Equipment $52.10 Total Cost per Hour for Labor & Equipment $132.36 Remove Concrete Sewer 38 hours @ $132.36 5,029.68 • TOTAL ADDITIONS _ $7,184.18