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ITEMIZED BID SCHEDULE ^ADDENDUMi 10/5/15 <br />PROJECT NAME: OLD DIXIE HIGHWAY RESURFACING, 71st STREET TO COUNTY ROAD 510 <br />IRC PROJ CT NO: 1138, ID NO. 2016001 <br />BIDDER'S NAME: <br />4 .01;' <br />00310 -3 <br />101-1 <br />MOBILIZATION <br />LS <br />1 <br />G4 <br />59 360' <br />2.51 3(4,0 .4'4 <br />182-1 <br />MAINTENANCE OFTRAFFIC <br />LS <br />1 <br />ZS 4:11 g'°-?'`= <br />*1U2�0 <br />CHANGEABLE VARIABLE K8ESSAGESIGN <br />PD <br />360 <br />� <br />i"^ °^ <br />= '~`^��l' °~ <br />�� <br />^104-1 <br />EROSION AND WATER POLLUTION CONTROL <br />LS <br />1 <br />2/2000.°~ <br />2y2000.w~ <br />*104 <br />DELETE <br />-EF <br />10-3 <br />S[D|N}ENT8ARR|[R <br />19.GOO <br />^1O41O <br />DELETE <br />-EA <br />�6- <br />fNL[TPROT[CT|O� <br />11O4'1 <br />CLEARING AND GRUBBING <br />AC <br />7 <br />4���� +' <br />^ `~-` <br />2:89q4.... <br />110'7-1 <br />MAILBOX, RELOCATION <br />EA <br />6 <br />^^~ �/��) ^w~ <br />/��M <br />GOO. ' w" <br />' ` <br />12O'1 <br />EXCAVATION, EMBANKMENT <br />SY <br />10.000 <br />c/.��' <br />7 <br />^� <br />^42560^ • <br />120-2A <br />12U'2A <br />BORROW EXCAVATION <br />(MILLINGS) (RECLAIMED ASPHALT PAVEMENT BASE (RAP ) -MIXED IN <br />ROADWAY BASE) <br />CY <br />6,000 <br />~�- a./]/l <br />w ' <br />�lN0 ^~ <br />xu/u��^ <br />160-4-1 <br />TYPE"8''STABILIZATION (12^SU8QRADEL8R4O) <br />(SHOULDER) <br />SY <br />9,000 <br />^ / "3°Jl///°n <br />�� <br />u^ <br />`/^���^ <br />285-7 <br />OPTIONAL BASE COURSE <br />(FULL DEPTH RECLAMATION) <br />SY <br />38,842 <br />3...1(4 <br />zNNqz4.7' <br />286-1 <br />TURNOUT CONSTRUCTION (ASPHALT) <br />SY <br />500 <br />i ^ w~ <br />/3S-00' '' <br />286'2 <br />TURNOUT CONSTRUCTION (CONCRETE) <br />SY <br />600 <br />'n^~- <br />Z\G^00'=' <br />300-1 <br />ASPHALT EMULSION TYPE CSS-lti-QUANTITY BASED <br />ON275GAL./SY <br />GA <br />106.815 <br />�� <br />� .~ <br />�-^ <br />� <br />25(0 "5-4) <br />"~�=r`�°~�~ <br />327-70'0 <br />MILLING EXISTING ASPHALT PAVEMENT, 1'1/2''AVG. <br />DEPTH <br />SY <br />1,658 <br />�� cY� <br />c- ` <br />ul�M� �D <br />-~�^^=' <br />334-1-13 <br />SUPERPAVE ASPHALT CONCRETE, TRAFFIC C (S.P <br />12 5, 1'1/2''THICK) <br />SY <br />36,516 <br />�~Cl| <br />.� . ^ <br />�r^�������'� <br />^-'^`-=~~=' <br />334-1-13A <br />SUPERPAVE ASPHALT CONCRETE, TRAFFIC C (S.P. <br />9 5, 1-1/2" THICK) <br />SY <br />38,155 <br />~7 �� <br />| `- <br />2.9q 3-1(0.7 <br />339-1 <br />MISCELLANEOUS ASPHALT PAVEMENT (3" THICK <br />UNDER GUARDRAIL) <br />TN <br />50 <br />^���- ,_ <br />u.�~u' <br />� ����y� �^ <br />^ . ~~~' <br />400'2'1 <br />CONCRETE. CLASS || (8'X4' BOX CULVERT) (PRECAST) <br />0NCLUDESRBNFORC|NGSTEEL) <br />LF <br />72 <br />� x�y) ~ <br />�p ^w' <br />u�"������7 ~ <br />v 'y)�^~ ' <br />C[}NCRETE.CLASS ||(0'X3'BOX CULVERT) (PRECAST) <br />(INCLUDES REINFORCING STEEL) <br />LF <br />72 <br />+ <br />(4)9'.400-2-1A <br />IA - <br />ulY /6w ' <br />°m0310-3 <br />pAP"micwmxs \ ENGINEERING DIVISION PROJECTS nma-OmDixie Hwy pesurfacino-7`mmmcnn1owomimmmdocuments \Mosteronmrau <br />