ROUTES: 65 SECTIONS: miles in length. THE FOLLOWING ITEMS AND APPROXIMATE QUANTITIES ARE INVOLVED:

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1 ARKANSAS DEPARTMENT OF TRANSPORTATION CA0801 HWY CLINTON (WIDENING) (S) FEDERAL AID PROJECT ACNHPP-0071(31) THE PURPOSE OF THIS PROJECT IS TO WIDEN HIGHWAY 65 IN VAN BUREN COUNTY. THIS PROJECT CONSISTS OF REMOVAL AND DISPOSAL ITEMS, EARTHWORK, AGGREGATE BASE COURSE, ACHM BINDER AND SURFACE COURSES, COLD MILLING, MAINTENANCE OF TRAFFIC, MINOR DRAINAGE, EROSION CONTROL, UTILITY RELOCATION ITEMS, PAVEMENT MARKING, AND MISC. ITEMS. ROUTES: 65 SECTIONS: 7 COUNTY: LENGTH: VAN BUREN miles in length. THE FOLLOWING ITEMS AND APPROXIMATE QUANTITIES ARE INVOLVED: CLEARING STA GRUBBING STA R&D OF CURB LF R&D OF BRICK COLUMNS 2.00 EACH R&D OF WELL 1.00 EACH R&D OF FENCE 11, LF R&D OF GATES 2.00 EACH R&D OF ROCK WALLS LF R&D OF CONCRETE DRIVEWAYS SQYD R&D OF CONCRETE SLABS SQYD R&D OF SIGN FOUNDATIONS EACH R&D OF DROP INLETS 1.00 EACH R&D OF PIPE CULVERTS EACH R&D OF GUARDRAIL LF R&D OF BUILDINGS 5.00 EACH R&D OF ROCK COLUMNS 1.00 EACH R&D OF SATELLITE DISH 1.00 EACH R&D OF CATTLE GUARD 1.00 EACH R&D OF SIGNS EACH R&D OF PLANTERS 3.00 EACH R&D OF CANOPY 1.00 EACH R&D OF WATER SPIGOT 2.00 EACH FLOWABLE SELECT MATERIAL CUYD UNCLASSIFIED EXCAVATION 472, CUYD COMPACTED EMBANKMENT 392, CUYD SOIL STABILIZATION TON AGGR.BASE COURSE(CLASS 7) 210, TON TACK COAT 73, GAL M.A. IN ACHM BINDER(1") 112, TON A.B.(PG70-22)ACHM BINDER(1") 5, TON MA IN ACHM SURFACE(3/8") 72, TON AB(PG64-22)ACHM SURF(3/8") TON AB(PG70-22)ACHM SURF(3/8") 4, TON COLD MILLING ASPHALT PVMT. 1, SQYD ASPH.CONC.PATCH-MAINT TON

2 ACHM PATCH.EXIST.RDWY TON P.C.CONCRETE DRIVEWAY SQYD MOBILIZATION 1.00 L.S FURNISHING FIELD OFFICE 1.00 EACH MAINTENANCE OF TRAFFIC 1.00 L.S " TEMPORARY CULVERT LF SIGNS 1, SQFT CONST PROJ INFO SIGN UPDATE EACH TRAFFIC DRUMS 2, EACH FURN.&INSTL.PRCST.CONC.BARR. 1, LF RELO.PRECAST CONCRETE BARRIER 1, LF CONST.PAVEMENT MARKINGS 270, LF CONST.PAVEMENT MARKINGS (ARROW) 4.00 EACH REMOVABLE CONST.PVMT.MRK. 9, LF REMOVAL OF PERM.PVMT.MRK. 54, LF VERTICAL PANELS EACH CONC.DITCH PAVING(TYPE B) 16, SQYD " R.C.PIPE CULVERTS(CL.3) 4, LF " R.C.PIPE CULVERTS(CL.4) 1, LF " R.C.PIPE CULVERTS(CL.3) LF " R.C.PIPE CULVERTS(CL.4) LF " R.C.PIPE CULVERTS(CL.5) LF " R.C.PIPE CULVERTS(CL.3) LF " R.C.PIPE CULVERTS(CL.5) LF " SIDE DRAIN 4, LF " SIDE DRAIN LF " SIDE DRAIN LF "X15" SIDE DRAIN LF " FES R.C.PIPE CLVT EACH " FES R.C.PIPE CLVT EACH " FES R.C.PIPE CLVT EACH SELECTED PIPE BEDDING CUYD DROP INLETS (TYPE ST) 7.00 EACH JUNCTION BOXES (TYPE E) 1.00 EACH " PIPE UNDERDRAINS 21, LF UNDERDRAIN OUTLET PROTECTORS EACH PVMT.REPAIR O/CLVT.(CONCRETE) CUYD WIRE FENCE (TYPE C) 5, LF WIRE FENCE (TYPE D) 2, LF WIRE FENCE (TYPE D-1) 1, LF LIME TON SEEDING ACRE MULCH COVER ACRE WATER 21, MGAL TEMPORARY SEEDING ACRE SILT FENCE 67, LF SAND BAG DITCH CHECKS 14, BAG DIVERSION DITCH 6, LF DROP INLET SILT FENCE LF SEDIMENT BASIN 11, CUYD OBLITERATION OF SEDIMENT BASIN 11, CUYD SEDIMENT REMOVAL & DISPOSAL 15, CUYD PIPE FOR SLOPE DRAINS 1, LF ROCK DITCH CHECKS 3, CUYD

3 TRIANGULAR SILT DIKE 1, LF SECOND SEEDING APPLICATION ACRE SOLID SODDING 11, SQYD EROSION CONTROL MATTING-3 4, SQYD CONCRETE ISLAND SQYD CC CURB & GUTTER-A (1'6") LF CC CURB & GUTTER-C (1'6") 2, LF ROADWAY CONSTRUCTION CONTROL 1.00 L.S MAILBOXES EACH MAILBOX SUPPORTS (SINGLE) EACH MAILBOX SUPPORTS (DOUBLE) EACH RUMBLE STRIPS IN ASPHALT SHOULDERS 59, LF REFL.PAINT PVMT.MRK.WH(6") 3, LF REFL.PAINT PVMT.MRK.WH(10") LF REFL.PAINT PVMT.MRK.YL(6") 3, LF THERMO.PVMT.MARK.WH(6") 105, LF THERMO.PVMT.MARK.WH(8") LF THERMO.PVMT.MARK.WH(12") LF THERMO.PVMT.MARK.YL(6") 108, LF THERMO.PVMT.MARK.YL(8") 1, LF THERMO.PVMT.MARK.(WORD) 6.00 EACH THERMO.PVMT.MARK.(ARROW) EACH RAISED PAVEMENT MARKERS-2 2, EACH TEMP. IMPACT ATTEN. BARR EACH TEMP. IMPACT ATTEN. BARRIER (REPAIR) 4.00 EACH UNCLASS.EXCAV.FOR STRS-RDWY CUYD CLASS S CONCRETE-ROADWAY CUYD REINF.STEEL-ROADWAY (GR 60) 8, LB " STEEL ENCASEMENT PIPE LF FILTER BLANKET 46, SQYD DUMPED RIPRAP 23, CUYD " STEEL ENCASEMENT PIPE LF " STEEL ENCASEMENT PIPE LF " STEEL ENCASEMENT PIPE LF " STEEL ENCASEMENT PIPE LF " STEEL ENCASEMENT PIPE ON EXISTING PIP LF " STEEL ENCASEMENT PIPE ON EXIST. PIPE LF " PVC ENCASEMENT PIPE LF " PVC ENCASEMENT PIPE 1, LF " PVC ENCASEMENT PIPE LF " PVC ENCASEMENT PIPE LF " PVC ENCASEMENT PIPE LF " PVC ENCASEMENT PIPE 2, LF " PVC SDR-17 WATER MAIN 10, LF " PVC SDR-17 WATER MAIN LF " PVC SDR-17 WATER MAIN 10, LF " CERTA-LOC YELOMINE SDR LF " CERTA-LOC YELOMINE SDR LF " CERTA-LOC YELOMINE SDR LF " PVC DR-18 WATER MAIN 5.00 LF " PVC DR-18 WATER MAIN 6, LF " PVC DR-18 WATER MAIN 29, LF " CERTA-LOC DR LF " CERTA-LOC DR LF

4 R&D OF FLUSHING HYDRANT EACH " X 2" TAP. SLV, 2" TAP. VALVE W BOX 4.00 EACH " X 3" TAP. SLV, 3" TAP. VALVE W BOX 1.00 EACH " X 4" TAP. SLV, 4" TAP. VALVE W BOX 2.00 EACH " X 6" TAP. SLV, 6" TAP. VALVE W BOX 6.00 EACH " X 2" TAP. SLV, 2" TAP. VALVE W BOX 1.00 EACH " X 6" TAP. SLV, 6" TAP. VALVE W BOX 1.00 EACH DUCTILE IRON PIPE WATER MAIN FITTINGS 22, LB " X 8" TAP. SLV, 8" TAP. VALVE W BOX EACH " POLYETHYLENE ENCASEMENT PIPE LF " POLYETHYLENE SERVICE TUBING 2, LF " POLYETHYLENE SERVICE TUBING LF " GATE VALVE WITH BOX 6.00 EACH " GATE VALVE WITH BOX 7.00 EACH " GATE VALVE WITH BOX 4.00 EACH " GATE VALVE WITH BOX 6.00 EACH " GATE VALVE WITH BOX EACH " GATE VALVE, THD X THD WITH BOX 9.00 EACH " FLUSHING HYDRANT (1 WAY) 8.00 EACH " FLUSHING HYDRANT (1 WAY) 2.00 EACH " FLUSHING HYDRANT (2 WAY) 4.00 EACH " FLUSHING HYDRANT (3 WAY) EACH LINE STOP ON EXISTING 3" WATER MAIN 1.00 EACH LINE STOP ON EXISTING 4" WATER MAIN 2.00 EACH LINE STOP ON EXISTING 6" WATER MAIN 4.00 EACH LINE STOP ON EXISTING 8" WATER MAIN EACH CUT AND CAP EXISTING WATER MAIN (2") EACH CUT AND CAP EXISTING WATER MAIN (3") 4.00 EACH CUT AND CAP EXISTING WATER MAIN (4") 2.00 EACH CUT AND CAP EXISTING WATER MAIN (6") 5.00 EACH CUT AND CAP EXISTING WATER MAIN (8") EACH " PVC SCH 40 SEWER SERVICE LF " PVC SDR-26 SEWER MAIN 2, LF " MANHOLE RISER 1.00 EACH MANHOLE, 0' TO 6' DEPTH (4' DIAMETER) 4.00 EACH MANHOLE, EXTRA DEPTH (4' DIAMETER) LF DROP MANHOLE, 0' TO 6' DPT (4' DIAMETER) 2.00 EACH DROP MANHOLE, EXTRA DEPTH (4' DIA.) LF DOUBLE DROP MH, 0' TO 6' DPTH (4' DIA.) 1.00 EACH DOUBLE DROP MANHOLE EXTRA DPTH (4' DIA.) LF MANHOLE OVR EX.SWR.LINE 0'-6' DP.(4'DIA) 6.00 EACH MANHOLE OVR EX.SWR.LINE EXTRA DP.(4'DIA) 9.00 LF PLUG EXISTING SANITARY SEWER (8") 6.00 EACH CUT IN FITTING ON EXISTING 2" WATER MAIN 6.00 EACH CUT IN FITTING ON EXISTING 3" WATER MAIN 4.00 EACH REL EX 5/8" X 3/4" WATER SVC 2" WTR MAIN EACH REL EX 5/8" X 3/4" WATER SVC 3" WTR MAIN 1.00 EACH REL EX 5/8" X 3/4" WATER SVC 4" WTR MAIN EACH REL EX 5/8" X 3/4" WATER SVC 6" WTR MAIN 6.00 EACH REL EX 5/8" X 3/4" WATER SVC 8" WTR MAIN EACH REL EX 5/8" X 3/4" WTR MTR ON HP 4" MAIN 1.00 EACH REL EX 5/8" X 3/4" WTR MTR ON HP 6" MAIN 4.00 EACH REL EX 5/8" X 3/4" WTR MTR ON HP 8" MAIN 8.00 EACH RELOC EXIST 1 WTR SVC 8 WTR MAIN 5.00 EACH

5 REL EXIST 5/8"X3/4" WTR MTR&B.F. PREV 6" 1.00 EACH REL EXIST 5/8"X3/4 WTR MTR&PRES REG HP6" 1.00 EACH RECON EX 5/8" X 3/4" WTR SVC 2" WTR MAIN 3.00 EACH RECON EX 5/8" X 3/4" WTR SVC 8" WTR MAIN 5.00 EACH " STATE HIGHWAY CROSSING (HDPE) LF " STATE HIGHWAY CROSSING (HDPE) LF " STATE HIGHWAY CROSSING (HDPE) LF " STATE HIGHWAY CROSSING (HDPE) LF " STATE HIGHWAY CROSSING (HDPE) LF HIGHWAY CROSSING MARKER EACH " COUNTY ROAD BORE (HDPE) LF " COUNTY ROAD BORE (HDPE) LF " COUNTY ROAD BORE (HDPE) LF " COUNTY ROAD BORE (HDPE) LF " SWAMP BORE (HDPE) LF " MASTER METER 1.00 EACH " AIR RELEASE VALVE ASSEMBLY 2.00 EACH " X 45 DEGREE BEND 2.00 EACH " X 4" WYE 1.00 EACH TRACER WIRE TEST STATION EACH VALVE MARKER EACH TIE EX SVC LINE TO NEW SANITARY SWR LINE 1.00 EACH 18" R.C. PIPE CULVERTS ALTERNATE - BID ONE ITEM ONLY " R.C.PIPE CULVERTS(CL.3) LF " S.L.P.P.M.C.C.ST.PIPE LF 24" R.C. PIPE CULVERTS ALTERNATE - BID ONE ITEM ONLY " R.C.PIPE CULVERTS(CL.3) LF " S.L.P.P.M.C.C.ST.PIPE LF 18" FES FOR R.C. PIPE CULVERTS ALTERNATE - BID ONE ITEM ONLY " FES R.C.PIPE CLVT EACH " FES C.ST.PIPE CLVT EACH 24" FES FOR R.C. PIPE CULVERTS ALTERNATE - BID ONE ITEM ONLY " FES R.C.PIPE CLVT EACH " FES C.ST.PIPE CLVT EACH 4' CHAIN LINK FENCE ALTERNATE - BID ONE ITEM ONLY ' STEEL CHAIN LINK FENCE LF ' ALUMINUM CHAIN LINK FENCE LF 5' CHAIN LINK FENCE ALTERNATE - BID ONE ITEM ONLY ' STEEL CHAIN LINK FENCE LF ' ALUMINUM CHAIN LINK FENCE LF 16' GATES ALTERNATE - BID ONE ITEM ONLY ' STEEL GATES 4.00 EACH ' ALUMINUM GATES 4.00 EACH 18' GATES ALTERNATE - BID ONE ITEM ONLY ' STEEL GATES 2.00 EACH ' ALUMINUM GATES 2.00 EACH THIS PROPOSAL CONTAINS THE JOB SPECIAL PROVISION SITE USE (A+C METHOD)-CALENDAR DAY CONTRACT FOR BIDDING IN WHICH THE BIDDER WILL DETERMINE THE NUMBER OF CALENDAR DAYS TO COMPLETE THE PROJECT.

6 THE NUMBER OF TRAINEES REQUIRED FOR THIS PROJECT IS 6. THE PERCENTAGE GOAL FOR DISADVANTAGED BUSINESS ENTERPRISE (DBE) PARTICIPATION IN THIS PROJECT IS 6.0%.