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HomeMy WebLinkAboutSkinner Mill Road Extension/Agerton Lane (2) Augusta Richmond GA DOcUMENTNAME:"0'i..\\\'('Ie:.;'(' ffi\\\ M. E'f.'\-613\CJl I ky,<\e;n m. DOCUMENT TYPE: mO:'9!J O,<o.ex YEAR: C\~ BOX NUMBER03 FILE NUMBER: \~\D NUMBER OF PAGES: l1 ,/ ... I .;. \' 41 CHANGE ORDER 'l; NUMBER: 2 DATE: 6-27-97 PROJECT TITLE: Skinner Mill Road Extension/Agerton Lane 2-24-97 PROJECT NO.: 75-8379-096 ORIGINAL CONTRACT DATE: OWNER: Augusta-Richmond County Commission-Council P.O. NUMBER: 134363 CONTRACTOR: Mabus Brot~ers. Construction Company. Inc. (SEE ATTACHED SHEET) The following change order is hereby made to the proposal for the above project: TOTAL AMOUNT OF THIS ORDER: $ 77.769.68 The contract time will be increasedjsesl!eaS88 by --.lL calendar days as a result of this change. (15 calendar day increase is for Marks Church Road side only.) ORIGINAL CONTRACT AMOUNT: PREVIOUS CHANGE ORDERS (INCREASED/---------): THIS CHANGE ORDER (INCREASED/---------): TOTAL CONTRACT WITH CHANGE ORDERS: $ 1.372.854.06 $ $ 232.000.00 77.769.68 $ 1.682.623.74 **************************************************************** FUNDING SOURCE/ACCOUNT NUMBER: PROJECT REQUESTED BY: Jack F. MUrPhY~ ' Engineer SUBMITTED BY: Drew Goins , Department Head ' FINANCE ENDORSEMENT:G'~ .6~' ~,IV-- 7 __1(;/ - . mptroller ~ RECOMMENDED BY: CONTINGENCIES APPROVED BY: Tllli dOevII.nI tpplOv.d IS ~(flf17 DATE: 6-25-97 g.[1 fl1 ~o-- DATE: 6-25-97 DATE: 8)7/97 DATE: '&j)h') DATE: 9/11/ o/,J '" , . " ITEM NUMBER 1 ADD: Precast San. Sewer Manhole, Type 1, 2 Each @ $1,130 = Precast San. Sewer Manhole, Type 1, Add'l Depth, 10 LF $ 2,260.00 @ $115jLF = $ 1,150.00 = $11,300.00 = $ 1,710.00 = $ 550.00 San. Sewer, 8" Ductile Iron Pipe, 400 LF @ $28.25jLF Remove existing 400 j: LF of 8" VCP, Lump Sum Remove San. Sewer Manhole, 1 Each @ $550.00 NET TOTAL ITEM NO. 1 = $16,970.00 ITEM NUMBER 2 DELETE: Storm Drain, 48" RCP, 356 LF @ $67.17 Class A Cone., Incl. Reinf. Steel 14.22 CYS @ $380jCY= $ Type 2 Backfill Material, 98 CYS @ $15jCY = $ Catch Basin, CP 2, 1 Each @ $1,250 = $ Catch Basin, GP 2, Add'l Depth, 10 LF @ $125jLF = $ Rip Rap TP 1, 120 SY @ $22jSY = $ Filter Blanket, 6", 120 SY @ $3jSY = $ storm Sewer Manhole, TP 2, 3 @ $1,500jEach $ = $23,912.52 5,403.60 1,470.00 1,250.00 1,250.00 2,640.00 360.00 4.500.00 ITEM NO.2 DELETE TOTAL= $40,786.12 ITEM NUMBER 2 ADD: Flared End Section, 1 Each @ $450 = $ Storm Drain Pipe, 60" RCP, H.1-10, 600 LF @ $101.67jLF 450.00 Storm Drain Pipe, 36" RCP, H 1-10, 120 = $61,002.00 $ 950.00 = $ 2,340.00 = $ 2,230.00 = $26,850.00 CYS @ $380jCY = = $ 2,641.00 LF @ $42.69jLF= $ 5.122.80 Drop Inlet, GP 1 W/Weir, 1 Each @ $950 Drop Inlet, GP 2 W/Weir, 1 Each @ $2,340 Drop Inlet, GP 2, Add'l Depth, 10 LF @ $223 *Borrow Including Mat'l &,Haul, Lump Sum Class A'Conc., Incl. Reinf. Steel Pipe, 6.95 ITEM NO.2 ADD TOTAL = $101,585.80 ITEM NO. 1 ITEM NO. 2 ITEM NO. 2 (ADD) + $ 16,~70.00 (DELETE) - $ 40,786.12 (ADD) + $101.585.80 (NET) = $ 77,769.68 TOTAL INCREASE IN CHANGE ORDER #2- $77,769.68 -- f , . ~ ~\)S111!. , ~~,O ~ ,P, c.ri ~ 1..- ~ ~. .. i:-j" \ ~Ii' - -{..1'- 0'1"" <J.. 't, ~li(:no~ c v~.....~. ~O~OAD .AUO MABus BROTHERS CONSTRUCTION CO., INC. 920 MOLLY POND ROAD AUGUSTA, GEORGIA 30901 706-722-8941 FAX 706-722-7521 June 30, 1997 Mr. Jack Murphy Department of Public Works 1815 Marvin Griffin Road Augusta, GA 30906 RE: . SKINNER MILL ROAD 1 AGERTON LANE C.O. #2: MARKS CHURCH ROAD Dear Mr. Murphy Attached are prices you requested on the above referenced project. If you have any questions, please call my office. ~ (k T~U~ ~ Mabus Brothers Construction Co., Inc. Attachment kh " ~\)s 131!. ~~o ~ P CJ") .e=; .. ~~ 4':1 ~a 'h;., .o.~ 0" ?'()..~ ~{/eno':' L: ~?'\9-' I\'O,qOAO .p.\JV ~"" .j" ,. ~... \. ;. C.O. #2 ITEMS SKINNER MILL ROAD 1 AGERTON LANE 24" Concrete flared end 60" RCP H 1-10 Precast sani sewer MH type I Precast sani sewer MIl type I addl depth 8" Ductile iron pipe Drop inlet, GP-I wI weir Drop inlet, GP-2 w/weir Drop inlet, GP 2 addl depth Remove existing sanitary sewer VCP *Borrow (incl mati & haul) Class A concrete incl reinf steel 36" Rep H 1-10 Remove existing sanitary sewer MIl 1 EA @ $ 600 LF @ 2EA@ 10 EA @ 400 LF @ lEA@ 1 EA@ IDEA @ 1 LS 1 LS 6.96 CY@ 120 LF @ 1 EA@ 450.00 101.67 1,130.00 115.00 28.25 950.00 2,340.00 223.00 $ 450.00 61,002.00 2,260.00 1,150.00 11,300.00 950.00 2,340.00 2,230.00 1,710.00 26,850.00 2,641.00 5,122.80 550.00 380.00 42.69 550.00 $118,555.80 It is agreed that as a result of the change order the contract time will be extended 15 calendar ~ for work south of Wheeler Road. This will in no way effect the incentive bonus provided all work north of Wheeler Road is completed and safely open to traffic in accordance with original agreement. *Borrow price includes additional bond & staking.