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HomeMy WebLinkAboutC82-042 B&B Excavating_change orderNo. .. one... . CHANGE ORDER Dated .September, 2.3, 1982 OWNER's Project ....................... Project .... , Fulford Drive- in ,Kaibab, SulQdjy.i,sion B.&B. Excavating, Inc. CONTRACTOR........................................................................ Paving Roadway Se tember 20, 1982....„ Contract For ............................... Contract Date ............ . B. & B. Excavating.,.Inc CONTRACTOR You are directed to make the changes noted below in the subject Contract: ..... .. ...... ........... OWNER �iT >L�72Ct6 Gu By ... ! .... . .......... n t Dated .. ....�� ....... 19. Nature of the Changes 0 Enclosures: See Sheet- #2 These changes result in the following adjustment of Contract Price and Contract Time: Contract Price Prior to This Change Order Net Opwm se (Decrease) Resulting from this Change Order Current Contract Price Including This Change Order NSPE-ACEC 1910-8-B(1978 Edition) ® 1978. National Society of Professional Engineers $ --41,694-.-00.......... S ...... ?3?.•.QQ........... S ... !a45:Z'QQ......... Contract Time Prior to This Change Order .................................... 30................ . (Days or Date) Net (4 o) (Decrease) Resulting from This Change Order ......................... 0................ . (Days) Current Contract Time Including This Change Order ........................... . . 30 (Days ur Date) 005 The Above Changes AreYen:er�oed The Above Changes Are Accepted: E. '?.. ENGI .0 iy{ge.Y ...... ENG EER Date ..... N I ......... ......, 198z ��%%CONTj/RAACCTOR _ By. ............... Date ...10 ". J` .................. lw� OBecause of a width change in Fulford Drive from 26ft. to 22ft. for ABC, and the pavement width from 22ft. to 20ft., except Pavement widths to be 22ft. on (4) curves and 23ft. on (1) curve. The Following changes are proposed: Revisions to be made to plan Quantities as proposed by the CONTRACTOR are as follows; Contractor's Plan Revised Underrun Price Price Quantity Quantity Underrun Aggregate Base Course 10.50/ton 1064 ton Hot Bituminous Pavement 34.00/ton 883 ton NEW ITEM OF WORK ( Blading, Shaping and and Rolling Roadway Includes move in 6 Minimum of (8) hours Work $225.00/Hr. x (8) Hours) 1000 ton 64 ton $672.00 843 ton 40 ton $1360.00 $2032.00 Contractor's Proposed Price Equals Lump sum of $1800.00 Estimated Underrun to Project $ 232.00 ai^ 1 o l OCT 6 -1982 v Rim