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Change Order No. KJ-001-011
C H A N G E 0 R D E R Project: KJ - NEW DETENTION FACILITY Change Order Number: 01-001-011 To Contractor: TOPPINO'S, INC. P.O. Box 787 Key West, FL Change Order Date: 06/15/92 33041 Architects Project #: Contract For: SITEWORK & CAISSONS Contract Date: 07/17/91 You are directed to make the following changes in this contract; all other provisions of the contract shall, except as specifically changed herein, remain in full force and effect. Issue: 071 - UNSUITABLE MATERIAL @ ROAD & PIPE Per the field instructions of Petshe and MK/G, Toppino's was directed to overexcavate and dispose of unsuitable fill material encountered during the installation of storm drain lines and roadways in accordance with the technical specifications. This extra work was performed at existing contract unit prices per Toppino's attached written quotations of May 26, 1992, and June 4, 1992. Additionally, this change includes a credit for the deletion of the 12" D.I.P. across College Road. Contractor agrees to accept this LUMP SUM CHANGE ORDER as FINAL SETTLEMENT for this extra work and all related impacts due to this contract change for the LUMP SUM AMOUNT of $ 12,520.70 and 0 days. The Origninal Contract Amount was. .............. ................... .................................. Net Change by Previously Authorized Change Orders .................................................... The Contract Amount prior to this Change was ......................................................... The Va l ue of th i s Change Order is.................................................................... The New Contract Amount including this Change Order will be .......................................... The Contract Time wi II change by ..................................................................... The Date of Substantial Completion as of the Date of this Change Order is ............................ $ 1,261,096.25 $ -57,598.48 $ 1,203,497.77 $ 12,520.70 $ 1,216,018.47 o days 06/20/92 Recommended by Construction Manager: Approved by Architect: Morrison-Knudsen/Gerrits 5090 College Road Ke~stLFla 33045 , A 1JL By Date HANSEN LIND MEYER 800 N Magnolia Ave~3~ 7ZtIJaiJ 3:8;; 41 By ~ 4/ll/fOl., ~ate I (.,. , t.. ,.... Agreed to by Contractor: Authorized by Owner: TOPPINO'S, INC. P.O. Box 787 Key West, FL :/,41 ~~~ By -- ~'76'-72-. Date Monroe County Board of County Commissioners 500 Whitehead Street Key We\t, Fla 33040 ~ \ ..... ,~t.. .1 ___......... '-A..> ..)IIl.... . ... ,_ ....... By Mayor/Chairman ~e~ By Attest: Date Not valid unless signed by the Owner, the Architect, and the Construction Manager. Signature of the Contractor indicates agreement herewith, including any and all adjustments in Contract Sum and/or Contract Time. P.O. Box 787 . KEY WEST, FLORIDA 33041 . '305) 296.5606 TOPPING'S, INC. June 4,1992 KJ-IC01-039 ~ Morrison-Knudsen/Gerrits ATTN: Mr. Doug Fuller PRoj ect }lanager P.O. Box 5283 Key West, FL 33041 SUBJECT: New Monroe County Detention Center Facility KJ-01 Site Grading and Caissons Change Order Request to Overexcavate [nsuitable and Backfill at Entrance Road Concrete Paving Dear Mr. Fuller, In accordance with Section 02222 3.2k of the Contract, we submit our request for change order to do the above subject work along the entrance road. Using the calculated quantities at the rates allowed in Section 0135, "Schedule of 1Jnit Prices," the cost to execute this change order is $2,144.76. We trust that this will be approved and processed in a timely manner. .. -( 4;T r \ i/' SAL/djc ENCL: Computational Worksheet and Survey Data TOPPINOJS, INC. P.O. Box 787 . KEY WEST, FLORIDA 3304 t . \305) 296-5606 June 4, 1992 TO: Morrison, Knudsen/Gerrits FROM: Toppino's, Inc. SUBJECT: Supplemental Worksheet for quantities of overexcavation and backfill at points of yield along entrance road. ENCL: Survey Field Notes June 2, 1992 - Concrete Paving and Aprons Average elevation existing grade: Average elevation bottom of excavation: Average depth excavation: Area of Excavation: Volume: +4.22 +1.98 2.24 ft 86' xlI' = 946 sf 946sf x 2.24ft = 79 cy Cost to Overexcavate: Cost to Backfill 79 cy @ 6.00 = 79 cy @ 21.14 = 474.00 1670.06 COST OF THIS CHANGE ORDER WORK $2144.06 "'~~''''''''''''"'''''''''''''~''. 'Y ,.~~t <;>..;:.J;~:~~~~~~,>-.-. i"~ (.. , .'. .. . , .-.-! . ,.. .... l ,,' ., ", l . 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FLORID:33-~;-f6W?, ~:-:.':.:-Ov_. 1----1 \oc ~, ',.'...:; '.,~\_' I ~ jfiGO,;;m.o i:.~€.7. -;, -7:r R P;;; ---r- !_[if--' ,~~r- May 26, 1992 ~~ de ssc Of\1O FlLE KJ-IC01-03e V' Morrison, Knudsen/Gerrits ATTN: Mr. Doug Fuller, Project Manager P.O. Box 5283 Key West, FL 33045 yS SUBJECT: Contract KJ-01, Site Grading and Caissons Cumulative Change Order Request to Overexcavate Unsuitable Material from Storm Sewer Pipe Runs, Entrance Road and to Delete Installation of 12" D.LP. Casing at Jr. College Rd. Dear Mr. Fuller, As per your Field Representative's instructions, we hereby submit a Request for Change Order to the contract for a net increase in the amount of $10,376.64. Included in this request are the following: i) Additive Change Order to Overexcavate to rock and backfill storm sewer pipe runs: $5,031.75 ii) Additive Change Order to overexcavate and backfill points of yield along entrance road: $7,137.82 iii) Deductive Change Order to delete 12" D. I.P. casing across Jr. College Road: ($1,792.93) If you have any questions as to the information provided on the enclosed worksheets, please contact our office iDmediately. Sincerely, ~._~ /' ~:.J/ ~/_~.A Edward To~~~r. Secretary/Treasurer ET,Sr/djc ENCL: Worksheets and Survey h<vfY1 lDr2I!JD_~~_-:CJjGu ,--.-...-------..----. .--------.-u.------.----~_'::1E~..___.l.! .O.E_..5 "' 10'. 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