PROJECT NO PID SCI NON-FEDERAL TYPE: BRIDGE REPLACEMENT (1 BRIDGE) LETTING: 04/18/01 COMPLETION DATE: 06/30/04

Size: px
Start display at page:

Download "PROJECT NO PID SCI NON-FEDERAL TYPE: BRIDGE REPLACEMENT (1 BRIDGE) LETTING: 04/18/01 COMPLETION DATE: 06/30/04"

Transcription

1 AWARDED PROJECT PROJECT NO PID SCI NON-FEDERAL TYPE: BRIDGE REPLACEMENT (1 BRIDGE) LETTING: 04/18/01 COMPLETION DATE: 06/30/04 OHIO DEPARTMENT OF TRANSPORTATION GORDON PROCTOR, DIRECTOR CONTRACT AWARDED TO: C J MAHAN CONSTRUCTION CO AWARDED AMOUNT: $ 28,434, ENGINEERS ESTIMATE: $ 27,235, BIDDER 1 BIDDER 2 C J MAHAN CONSTRUCTION CO KOKOSING CONSTRUCTION COMPANY INC 3400 SOUTHWEST BLVD 886 MC KINLEY AVE GROVE CITY,OH COLUMBUS,OH BIDDER 3 BIDDER 4 NATIONAL ENGINEERING & CONTRACTING COM TRAYLOR BROS INC ALAMEDA DR 835 NORTH CONGRESS AVE STRONGSVILLE,OH EVANSVILLE,IN BIDDER 5 AMERICAN BRIDGE COMPANY 301 THORN ST CORAOPOLIS,PA

2 PROJ. NO PAGE NO E11000 CLEARING AND GRUBBING 2 202E23000 PAVEMENT REMOVED 3 202E30000 WALK REMOVED 4 202E30204 STEPS REMOVED 5 202E30800 TRAFFIC ISLAND REMOVED 6 202E32000 CURB REMOVED 1, SQ YD 3, SQ FT SQ YD 1, LIN FT 7 202E35100 PIPE REMOVED, 24" & UNDER 8 202E38000 GUARDRAIL REMOVED LIN FT LIN FT 9 202E56001 BUILDING DEMOLISHED, APP (ODOT CONCRETE BLOCK STORAGE BUILDING) E58000 MANHOLE REMOVED

3 PROJ. NO PAGE NO E58100 CATCH BASIN REMOVED E70000 FILL & PLUG EX. CONDUIT E75200 FENCE REMOVED FOR REUSE E98000 REMOVAL MISC.: HANDRAILING E98200 REMOVAL MISC.: HANDRAILING EACH LIN FT LIN FT E12000 EXCAVATION W/O EMBANKMENT E20000 EMBANKMENT E21100 EMBANKMENT USING SAND E50000 SUBGRADE COMPACTION E38500 MONUMENT ASSEMBLY LIN FT 1, CU YD 1, CU YD CU YD 2, SQ YD

4 PROJ. NO PAGE NO E40500 REFERENCE MONUMENT E13000 GUARDRAIL, TYPE LIN FT E35124 BRIDGE TERMINAL ASSEMBLY, TYPE 3 (MOD) E60024 IMPACT ATTENUATOR, TYPE 2-98 (BIDIRECT), MODEL #QS9006Y E98000 GUARDRAIL, MISC. GUARDRAIL - STEEL W BEAM - SINGLE FACE, PER KY STD. DWG. RBR LIN FT E98100 GUARDRAIL, MISC. END TREATMENT 4A PER KY STD. DWG. RBR E98100 GUARDRAIL, MISC. GUARDRAIL CONNECTOR TO BRIDGE END, TYPE A, PER KY STD. DWG. RBC E22000 FENCE REBUILT, TYPE CL E " CONCRETE WALK LIN FT 2, SQ FT

5 PROJ. NO PAGE NO E49000 CURB RAMP E00101 BARRIER REFLECTOR,TYPE A,APP E00200 BARRIER REFLECTOR, TYPE B EACH EACH E98100 MISC. WHITE STEEL TUBE HANDRAIL, MATCH EXISTING LIN FT E98400 MISC. U.S. GRANT BRIDGE HISTORIC DISPLAY S.1 ROADWAY - CONCRETE DESIGN OPTION TOTALS E32200 ROCK CH PROT, C W/FILTER E10000 SEEDING AND JUTE MATTING E00100 SOIL ANALYSIS TEST E00200 PLACING TOPSOIL E10000 SEEDING AND MULCHING CU YD SQ YD CU YD 1, SQ YD

6 PROJ. NO PAGE NO E14000 REPAIR SEEDING AND MULCHING E20000 COMMERCIAL FERTILIZER E30000 AGRICULTURAL LIME E35000 WATER E40000 MOWING SQ YD TON TON M GAL M SQ FT E10000 TEMPORARY SEEDING AND MULCHING SQ YD E30100 TEMPORARY PERIMETER FILTER FABRIC FENCE 2, LIN FT E30300 TEMP INLET PROT FILTER FABRIC FENCE E60000 SEDIMENT REMOVAL LIN FT CU YD S.2 EROSION CONTROL - CONCRETE DESIGN OPTION TOTALS E20000 CONCRETE MASONRY CU YD

7 PROJ. NO PAGE NO E " CONDUIT, TYPE B E " CONDUIT, TYPE E E " CONDUIT, TYPE F E " CONDUIT, TYPE B E " CONDUIT, TYPE C, E " CONDUIT, TYPE B E " CONDUIT, TYPE B, E " CONDUIT, TYPE B, E " CONDUIT, TYPE C E " CONDUIT, TYPE C LIN FT LIN FT LIN FT LIN FT LIN FT LIN FT LIN FT LIN FT LIN FT LIN FT

8 PROJ. NO PAGE NO E " CONDUIT, TYPE B E " CONDUIT, TYPE B, E " CONDUIT, TYPE B, E " CONDUIT, TYPE B, E " CONDUIT, TYPE C E00400 CATCH BASIN, NO E00800 CATCH BASIN, NO. 3A E04900 CATCH BASIN, NO E15211 INLET, NO. 3E, APP E22500 INLET, MISC. KY-CURB INLET, L=10' LIN FT LIN FT LIN FT LIN FT LIN FT EACH

9 PROJ. NO PAGE NO E22500 INLET, MISC. KY-CURB INLET, L=5' E31500 MANHOLE, NO E31501 MANHOLE, NO. 3, APP E36600 PRECAST REINF CONC OUTLET E " SHALLOW PIPE UD EACH EACH LIN FT S.3 DRAINAGE - CONCRETE DESIGN OPTION TOTALS E01500 FULL DEPTH PAVEMENT SAWING LIN FT E01000 PAVEMENT PLANING, BITUMINOUS SQ YD E46010 BITUMINOUS AGGREGATE BASE, PG E20000 AGGREGATE BASE E10000 TACK COAT CU YD CU YD GALLON

10 PROJ. NO PAGE NO E14000 TACK COAT FOR INTERMEDIATE COURSE E10000 BITUMINOUS PRIME COAT GALLON GALLON E46040 ASPH CONC INTERMEDIATE, TYPE 2, PG CU YD E47010 ASPH CONC SURFACE, TYPE 1, PG CU YD E47020 ASPH CONC SURFACE, TYPE 1, PG CU YD E50000 ASPHALT CONCRETE SURFACE COURSE, TYPE 1H E " PLAIN CONC PVMT CU YD 1, SQ YD E15001 APPROACH SLAB (T=13"), APP E10100 COMP AGGREGATE, TYPE A E25000 WATER SQ YD CU YD M GAL E12000 COMBINATION CURB AND GUTTER, TYPE LIN FT

11 PROJ. NO PAGE NO E26000 CURB, TYPE LIN FT E98000 CURB, MISC.: STANDARD CURB & GUTTER PER KY STD. DWG. RPM LIN FT S.4 PAVEMENT - CONCRETE DESIGN OPTION TOTALS E10800 VALVE BOX ADJUSTED TO GRADE EACH E98000 WATER WORK, MISC. CUT & PLUG (CAP) WATER SERVICE (SPECIAL) S.5 WATER WORK - CONCRETE DESIGN OPTION TOTALS E75401 LIGHT POLE REMOVED, APP EACH E75501 LT POLE FOUNDATION RMVD, APP E75507 LUMINAIRE REMOVED, APP EACH EACH E75511 POWER SERVICE REMOVED, APP E " CONDUIT, TYPE E LIN FT

12 PROJ. NO PAGE NO E00500 CONNECTOR KIT, TYPE II E00600 CONNECTOR KIT, TYPE III E01004 CONNECTOR KIT, TYPE VII B E01500 CABLE SPLICING KIT E02912 LIGHT POLE, DESIGN A8B EACH EACH EACH EACH EACH E10614 LIGHT POLE ANCHOR BOLTS ON STRUCTURE E23200 #4 AWG 5000 V DIST CABLE 11 9, LIN FT E23400 #10 AWG POLE & BRKT CABLE E25000 CONDUIT, 3/4", E25100 CONDUIT, 1", E25400 CONDUIT, 2", , LIN FT 7, LIN FT 2, LIN FT 8, LIN FT

13 PROJ. NO PAGE NO E25404 CONDUIT, 2-1/2", , LIN FT E26250 LUMINAIRE, CONVENTIONAL, STYLE 'B', TYPE II, 250 WATT, MH, , 480 VOLT E29002 TRENCH, 24" DEEP E29920 STRUCTURE JUNCTION BOX, TYPE II E30700 PULL BOX, , 18" E34000 POWER SERVICE E38000 HIGH VOLTAGE TEST EACH LIN FT EACH EACH E98000 LIGHTING, MISC. 100 WATT, 130V. ROUGH SERVICE DUTY INCANDESCENT LAMP E98000 LIGHTING, MISC. 3-WAY SWITCH, 20 AMP. 120/ EACH

14 PROJ. NO PAGE NO E98000 LIGHTING, MISC. 4" SURFACE MOUNTED MALLEABLE CAST IRON FLUSH WALL BOX E98000 LIGHTING, MISC. DRY TYPE TRANSFORMER, 480V. TO 208/120, 3 PHASE-4W, 9KVA EACH E98000 LIGHTING, MISC. ENCLOSED CIRCUIT BREAKER, NEMA-4X E98000 LIGHTING, MISC. JUNCTION BOX, NEMA-4X EACH EACH E98000 LIGHTING, MISC. LIGHTING CONTACTOR, 10 POLE, 30A CONTACTS, NEMA-4X EACH E98000 LIGHTING, MISC. MEDIUM BASE HOLDER, , 250V. W/15 AMP, 125V. OUTLET E98000 LIGHTING, MISC. PANEL BOARD, SURFACE MOUNTED, NEMA-4X, AS PER PLAN EACH E98000 LIGHTING, MISC. SWITCH BOX, SURFACE MOUNTED, MALLEABLE CAST IRON EACH

15 PROJ. NO PAGE NO E98000 LIGHTING, MISC. SWITCH, 20 AMP. 120/ E98000 LIGHTING, MISC. WEATHER PROOF COVER FOR 3-WAY SWITCH EACH E98000 LIGHTING, MISC. WEATHER PROOF COVER FOR SWITCH E98100 LIGHTING, MISC. BRANCH CIRCUIT WIRING, #10 AWG., 600V. THWN 7, LIN FT E98100 LIGHTING, MISC. BRANCH CIRCUIT WIRING, #12 AWG., 600V. THWN 21, LIN FT E98100 LIGHTING, MISC. BRANCH CIRCUIT WIRING, #8 AWG., 600V. THWN 9, LIN FT E98100 LIGHTING, MISC. ELECTRICAL EQUIPMENT MOUNTING RACK LIN FT E98100 LIGHTING, MISC. FEEDER CIRCUIT WIRING, 3-#1 AWG. 600V., THWN 5, LIN FT

16 PROJ. NO PAGE NO E98100 LIGHTING, MISC. FEEDER CIRCUIT WIRING, 3-#12 AWG. 600V., THWN 1, LIN FT E98100 LIGHTING, MISC. FEEDER CIRCUIT WIRING, 3-#4/0 AWG. 600V., THWN 3, LIN FT E98100 LIGHTING, MISC. FEEDER CIRCUIT WIRING, 4-#12 AWG. 600V., THWN LIN FT E98100 LIGHTING, MISC. FEEDER CIRCUIT WIRING, 5-#12 AWG. 600V., THWN E98200 LIGHTING, MISC. CONDUIT SUPPORT BRACKET 10, LIN FT E98200 LIGHTING, MISC. DISCONNECT EXISTING CIRCUIT S.6 LIGHTING - CONCRETE DESIGN OPTION TOTALS E00500 CONNECTOR KIT, TYPE II E00600 CONNECTOR KIT, TYPE III

17 PROJ. NO PAGE NO E10500 LIGHT POLE, MISC.: LIGHT POLE W/TRANSFORMER, 30', TAPERED ALUMINUM (AT30) TO MATCH ROADWAY EACH E18600 BRACKET ARM, MISC. POLE TOP, LIGHTING FIXTURE MOUNTING BRACKET, 3-IN LINE E18600 BRACKET ARM, MISC. POLE TOP, LIGHTING FIXTURE MOUNTING BRACKET, 4-IN LINE E23200 #4 AWG 5000 V DIST CABLE E23304 #8 AWG 600 V DIST CABLE , LIN FT 1, LIN FT E23308 DISTRIBUTION CABLE, MISC. NO LIN FT E23410 # 12 AWG POLE & BRKT CABLE, GRD E25000 CONDUIT, 3/4", E25300 CONDUIT, 1-1/2", , LIN FT 1, LIN FT LIN FT

18 PROJ. NO PAGE NO E25400 CONDUIT, 2", , LIN FT E25920 CONDUIT, MISC.: 2" LIQUIDTIGHT FLEXIBLE CONDUIT - EXPANSION JOINT LIN FT E25930 CONDUIT, MISC.: 2" CONDUIT, , AS PER PLAN E29901 JUNCTION BOX, APP, 18" X 18"X 8", NEMA-4X E30720 PULL BOX, , 36" E38000 HIGH VOLTAGE TEST EACH EACH E98000 LIGHTING, MISC. 4" SQUARE SURFACE MOUNTED BOX WITH INTERNAL WIRE STRAIN RELIEF - AS PER EACH E98000 LIGHTING, MISC. AVIATION OBSTRUCTION BEACON E98000 LIGHTING, MISC. AVIATION OBSTRUCTION BEACON COMBINATION PHOTOELECTRIC CONTROL AND FLASHER

19 PROJ. NO PAGE NO E98000 LIGHTING, MISC. AVIATION OBSTRUCTION BEACON TRANSFER RELAY TO OPERATE SECONDARY LAMP E98000 LIGHTING, MISC. FLOOD LIGHT, IES TYPE 2X2, DISTRIBUTION 175 WATT EACH E98000 LIGHTING, MISC. FLOOD LIGHT, IES TYPE 2X2, DISTRIBUTION 175W EACH E98000 LIGHTING, MISC. FLOOD LIGHT, IES TYPE 3X2, DISTRIBUTION 400 WATT EACH E98000 LIGHTING, MISC. FLOOD LIGHT, IES TYPE 3X4, DISTRIBUTION 175 WATT EACH E98000 LIGHTING, MISC. H-O-A SWITCH & CIRCUITRY IN LIGHTING CONTROL PANEL LCP E98000 LIGHTING, MISC. KILOWATT HOUR METER E98000 LIGHTING, MISC. KILOWATT HOUR METER, NEMA-4X ENCLOSURE

20 PROJ. NO PAGE NO E98000 LIGHTING, MISC. NAVIGATION LIGHTING UNIT-GREEN-CENTER OF CHANNEL E98000 LIGHTING, MISC. NAVIGATION LIGHTING UNIT-RED-EDGE OF CHANNEL EACH E98000 LIGHTING, MISC. NAVIGATION LIGHTING, OUTLET BOX - AS PER PLAN EACH E98000 LIGHTING, MISC. PANELBOARD ALP-1 WITH INTEGRAL CONTACTOR E98000 LIGHTING, MISC. PANELBOARD ALP-1, NEMA-4X ENCLOSURE E98000 LIGHTING, MISC. SPOT LIGHT, IES TYPE 1X1, DISTRIBUTION 400 WATT E98200 LIGHTING, MISC. FLOOD LIGHTING INSTALLATION COMPONENTS S.7 AESTHETIC LIGHTING - CONCRETE DESIGN OPTION TOTALS E02100 GR MTD SUPP, #2 POST LIN FT

21 PROJ. NO PAGE NO E02101 GR MTD SUPP, #2 POST, APP E03100 GR MTD SUPP, #3 POST E04100 GR MTD SUPP, #4 POST LIN FT LIN FT LIN FT E75001 SIGN ATTACHMENT ASSEMBLY, APP E79000 SIGN HNGR ASSY, SPAN WIRE, TYPE E79100 SIGN HNGR ASSY, MAST ARM E79500 SIGN SUP ASSY, POLE MTD E79600 SIGN SUP ASSY, BRDG MTD E80102 SIGN, FLAT SHEET, TYPE G E81200 SIGN ERECTED, EXTRUSHEET EACH EACH EACH SQ FT SQ FT

22 PROJ. NO PAGE NO E84900 RMVL/GR MTD SIGN & DISP EACH E85100 RMVL/GR MTD SIGN & REERECT E86002 RMVL/GR MTD POST SUP/DISP EACH E30000 REMOVAL OF PAVEMENT MARKING 1, LIN FT E30020 REMOVAL OF PAVEMENT MARKING E10000 EDGE LINE E10100 LANE LINE E10200 CENTER LINE E10300 CHANNELIZING LINE E10400 STOP LINE E10500 CROSSWALK LINE MILE MILE MILE 1, LIN FT LIN FT LIN FT

23 PROJ. NO PAGE NO E10600 TRANSVERSE LINE E10800 ISLAND MARKING E20300 LANE ARROW E20410 WORD ON PAVEMENT, 96" E20500 DOTTED LINE 4, LIN FT SQ FT EACH EACH LIN FT S.8 TRAFFIC CONTROL - CONCRETE DESIGN OPTION TOTALS E " CONDUIT, TYPE E E25400 CONDUIT, 2", LIN FT LIN FT E25900 COND, JACKED OR DRILLED UNDER PAVEMENT, 2 INCH, LIN FT E25900 COND, JACKED OR DRILLED UNDER PAVEMENT, 3 INCH, E29000 TRENCH LIN FT LIN FT

24 PROJ. NO PAGE NO E30700 PULL BOX, , 18" E30706 PULL BOX, , 24" E32000 GROUND ROD E79100 SIGN HNGR ASSY, MAST ARM EACH EACH E87520 RMVL OF POLE MTD SIGN & REERECT E00301 VH SG HD,3SEC,12",1WAY,APP EACH E00501 VH SG HD,5SEC,12",1WAY,APP E20600 PED SGNL HD, TYPE D E25000 COVERING/VEH SIG HEAD E40700 SGNL CABLE, 7 COND, 14AWG EACH EACH 1, LIN FT E64010 SIGNAL SUPPORT FOUNDATION EACH

25 PROJ. NO PAGE NO E64020 PEDESTAL FOUNDATION E69200 POWER CABLE, 2 COND, 4AWG E70001 POWER SERVICE, APP E80200 SGNL SUPP, 81.20, DES E80500 SGNL SUPP, 81.20, DES E80600 SGNL SUPP, 81.20, DES E89600 PEDESTAL, 8' E90101 RMVL TRAF SIG INST, APP LIN FT E38001 CNTRL, ACT, 8PH, SSDM, APP E70000 CONCRETE/CABINET FOUND E70500 CONTROLLER WORK PAD CU YD SQ FT

26 PROJ. NO PAGE NO. 25 S.9 TRAFFIC SIGNALS - OHIO TRAFFIC - CONCRETE DESIGN OPTION TOTALS E " CONDUIT, TYPE E E25400 CONDUIT, 2", E25500 CONDUIT, 3", LIN FT LIN FT LIN FT E26250 LUMINAIRE, CONVENTIONAL, STYLE B, TYPE II, 250 WATT, HPS, , 120 VOLT E29000 TRENCH E30700 PULL BOX, , 18" E30706 PULL BOX, , 24" E32000 GROUND ROD EACH LIN FT EACH EACH E00301 VH SG HD,3SEC,12",1WAY,APP EACH E00501 VH SG HD,5SEC,12",1WAY,APP

27 PROJ. NO PAGE NO E25000 COVERING/VEH SIG HEAD E26500 DETECTOR LOOP E30200 MSGR WIRE, 7 ST, 3/8" ACC EACH EACH LIN FT E40500 SGNL CABLE, 5 COND, 14AWG LIN FT E40700 SGNL CABLE, 7 COND, 14AWG E64000 STRAIN POLE FOUNDATION LIN FT EACH E65200 LOOP DETECTOR LEAD-IN CABLE E70001 POWER SERVICE, APP 3, LIN FT E84701 COMB ST POLE,81.10, DES 7,APP, 36 FEET, W/12' LUMINAIRE BRACKET ARM E84701 COMB ST POLE,81.10, DES 7,APP, 36 FEET, W/14' LUMINAIRE BRACKET ARM

28 PROJ. NO PAGE NO E90101 RMVL TRAF SIG INST, APP E39100 CONT, TYPE 170E, W/MD E70000 CONCRETE/CABINET FOUND E70500 CONTROLLER WORK PAD CU YD SQ FT S.10 TRAFFIC SIGNALS - KENTUCKY TRAFFIC - CONCRETE DESIGN OPTION TOTALS E11100 LEO WITH PATROL CAR E13000 BIT CONC FOR MAINT TRAF E13200 BARRIER REFL, TYPE A E13350 OBJECT MARKER E21000 TEMP CL, CL I E22000 TEMP EDGE LINE, CLASS I HOUR CU YD EACH EACH MILE MILE

29 PROJ. NO PAGE NO E10000 WATER E20000 CALCIUM CHLORIDE M GAL TON E40020 PORTABLE CONC BARRIER, 32" E00290 CENTER LINE LIN FT MILE S.11 MAINTENANCE OF TRAFFIC - CONCRETE DESIGN OPTION TOTALS E21300 UNCLASSIFIED EXCAVATION E00100 STEEL PILES HP10X42, FURNISHED 2, LIN FT E00150 STEEL PILES HP10X42, DRIVEN E50500 STEEL PILE SPLICES 2, LIN FT EACH E93301 STEEL POINT (OR SHOE), APP E55930 TYPE B WATERPROOFING EACH

30 PROJ. NO PAGE NO E67510 SLG OF CONC SURF (EPOXY-URETHANE) E " PREF EXP JT FILLER SQ YD SQ FT E21230 POROUS BACKFILL WITH FILTER FABRIC E46500 CLASS C CONCRETE, FOOTING CU YD E49500 HIGH PERFORMANCE CONCRETE, MISC.: RETAINING WALL PARAPETS CU YD E49500 HIGH PERFORMANCE CONCRETE, MISC.: RETAINING WALL, ABOVE FOOTING CU YD S.12 RETAINING WALLS - CONCRETE DESIGN OPITON TOTALS E11003 STR RMVD, >20 SPAN, APP E11101 COFFERDAMS/CRIBS/SHTG, APP E21301 UNCLASSIFIED EXC, APP E31150 ROCK EXCAVATION

31 PROJ. NO PAGE NO E11100 PILE DRIVING EQUIP. MOBIL E00100 STEEL PILES HP10X42, FURNISHED 1, LIN FT E00150 STEEL PILES HP10X42, DRIVEN LIN FT E00300 STEEL PILES HP14X73, FURNISHED LIN FT E00350 STEEL PILES HP14X73, DRIVEN E50500 STEEL PILE SPLICES LIN FT EACH E93301 STEEL POINT (OR SHOE), APP E67504 SLG OF CONC SURF (NON-EPOXY) SQ YD E67510 SLG OF CONC SURF (EPOXY-URETHANE) E10500 ST EXP JT & ELAST SEAL 4, SQ YD LIN FT

32 PROJ. NO PAGE NO E12400 SPECIAL - MODULAR EXPANSION JOINT (15-INCH) LIN FT E12400 SPECIAL - MODULAR EXPANSION JOINT (8-INCH) E /2" PREF EXP JT FILLER E " PREF EXP JT FILLER LIN FT SQ FT SQ FT E42000 ELAST BEARING PAD, MISC. 1'-0" X 1'-0" X 1" WITH INTERNAL LAMINATES AND LOAD PLATE WITH PTFE E42000 ELAST BEARING PAD, MISC. 1/2" X 5" X 64'-0" E45000 STEEL POT BEARING EACH EACH E70001 RAILING (TWIN STEEL TUBE), APP 3, LIN FT E21230 POROUS BACKFILL WITH FILTER FABRIC

33 PROJ. NO PAGE NO E00200 STRUCTURE, MISC. LIGHTNING PROTECTION SYSTEM E00200 STRUCTURE, MISC. PERMANENT MAINT. ACCESS INCL. LADDERS, PLATFORMS, RAILINGS, & STAIRS E00200 STRUCTURE, MISC. POST-TENSIONING TENDONS (SUPERSTRUCTURE BAR) E00200 STRUCTURE, MISC. POST-TENSIONING TENDONS (SUPERSTRUCTURE STRAND) E00200 STRUCTURE, MISC. POST-TENSIONING TENDONS (TOWER BAR) E00200 STRUCTURE, MISC. POST-TENSIONING TENDONS (TOWER STRAND) E00200 STRUCTURE, MISC. PRECAST SEGMENT PRODUCTION E00200 STRUCTURE, MISC. STAY CABLE ASSEMBLAGE

34 PROJ. NO PAGE NO E00200 STRUCTURE, MISC. STAY CABLE TESTING E20000 CR AGG SLOPE PROT SQ YD E41250 LOW STRENGTH MORTAR BACKFILL (TYPE 1) CU YD E71100 CONCRETE, MISC.: CLASS S2 CONCRETE, CAST-IN-PLACE SUPERSTRUCTURE CLOSURES CU YD E71100 CONCRETE, MISC.: CLASS S3 CONCRETE, BALLAST CU YD E81300 CONCRETE, MISC.: CLASS S1 CONCRETE, PRECAST SUPERSTRUCTURE SEGMENT EACH E10000 HIGH PERFORMANCE CONCRETE CU YD E71100 CONCRETE, MISC.: CLASS S2 CONCRETE, TOWERS ABOVE FOOTINGS AND OHIO ANCHOR PIER CAP (FOUNDATION 3, CU YD E48040 HIGH PERFORMANCE CONCRETE SUBSTRUCTURE (FOUNDATION OPTION A) 1, CU YD

35 PROJ. NO PAGE NO E95000 DRILLED SHAFTS, MISC 90" DIAMETER INTO BEDROCK, AS PER PLAN (FOUNDATION OPTION B) LIN FT E95000 DRILLED SHAFTS, MISC 96" DIAMETER ABOVE BEDROCK, AS PER PLAN (FOUNDATION OPTION B) LIN FT E95200 DRILLED SHAFTS, MISC. 60" DIAMETER OSTERBERG CELL LOAD TEST OF DRILLED SHAFT (FOUNDATION OPTION B) E95200 DRILLED SHAFTS, MISC. 90" DIAMETER OSTERBERG CELL LOAD TEST OF DRILLED SHAFT (FOUNDATION OPTION B) E95200 DRILLED SHAFTS, MISC. LATERAL LOAD TEST (FOUNDATION OPTION B) E71100 CONCRETE, MISC.: CLASS S2 CONCRETE, TOWERS ABOVE FOOTINGS AND OHIO ANCHOR PIER CAP (FOUNDATION 3, CU YD E48040 HIGH PERFORMANCE CONCRETE SUBSTRUCTURE (FOUNDATION OPTION B) 1, CU YD S.13 STRUCTURE OVER 20 FOOT SPAN - CONCRETE DESIGN OPTION TOTALS E11100 COFFERDAMS, CRIBS & SHEETING

36 PROJ. NO PAGE NO E21301 UNCLASSIFIED EXC, APP E00200 STEEL PILES HP12X53, FURNISHED 10, LIN FT E00250 STEEL PILES HP12X53, DRIVEN E50500 STEEL PILE SPLICES 9, LIN FT EACH E93301 STEEL POINT (OR SHOE), APP EACH E67510 SLG OF CONC SURF (EPOXY-URETHANE) 1, SQ YD E11210 STRUC EXP JT INCL ELAST STRIP E " PREF EXP JT FILLER LIN FT SQ FT E44101 BRG/INT LAM/PLATE,APP (19" X 11" X 2-3/8" WITH 26" X 12" X VAR. THK. LOAD PLATE) EACH E44101 BRG/INT LAM/PLATE,APP (19" X 12" X 2-11/16" WITH 26" X 13" X VAR. THK. LOAD PLATE) EACH

37 PROJ. NO PAGE NO E44101 BRG/INT LAM/PLATE,APP, WITH PTFE, (19" X 12" X 2-11/16" WITH 26" X 31" X VAR. THK. LOAD PLATE) EACH E12301 SCUPPER, INC SUPP,(GIRDER)APP E21230 POROUS BACKFILL WITH FILTER FABRIC E " PERF CORR. PLASTIC PIPE LIN FT E " NON-PERF CORR PLASTIC PIPE E20000 CR AGG SLOPE PROT LIN FT 3, SQ YD E36600 PRECAST REINF CONC OUTLET E41250 LOW STRENGTH MORTAR BACKFILL (TYPE 1) E98400 MISC. CONTROL ROOM CU YD E48040 HIGH PERFORMANCE CONCRETE SUBSTRUCTURE CU YD

38 PROJ. NO PAGE NO E95020 STRUCTURAL STEEL, MISC.: CONDUIT SUPPORT BRACKETS, AS PER PLAN E15041 DRAPED STRAND CONC I-BM, LVL 3, T4, APP EACH E16000 PRESTRESSED CONC BRIDGE I-BM MEM, MISC.: DIAPHRAGMS, AS PER PLAN E10000 HIGH PERFORMANCE CONCRETE 7 1, CU YD S.14 OHIO APPROACH SPANS - CONCRETE DESIGN OPTION TOTALS E00300 RAILROAD INSURANCE BOND E06000 CONTRACT PERF, PAYMENT & MNTC BOND E11001 MAINTAINING TRAFFIC, APP E10000 CONSTRUCTION LAYOUT STAKES E10000 MOBILIZATION E16020 FIELD OFFICE, TYPE C MONTH

39 PROJ. NO PAGE NO. 38 S.15 INCIDENTALS - CONCRETE DESIGN OPTION TOTALS E11000 CLEARING AND GRUBBING E23000 PAVEMENT REMOVED E30000 WALK REMOVED E30204 STEPS REMOVED E30800 TRAFFIC ISLAND REMOVED E32000 CURB REMOVED AWD $ 25, $ 25, $ 30, $ 30, $ 100, $ 100, $ 22, $ 22, $ 50, $ 50, , SQ YD AWD $ $ 12, $ $ 14, $ $ 40, $ $ 10, $ $ 10, , SQ FT AWD $ $ 3, $ $ 1, $ $ 3, $ $ 6, $ $ 6, AWD $ 1, $ 1, $ $ $ $ $ 1, $ 1, $ 1, $ 1, SQ YD AWD $ $ $ $ $ $ $ $ $ $ LIN FT AWD $ $ $ $ 1, $ $ $ $ 1, $ $ 1,431.00

40 PROJ. NO PAGE NO E32500 CURB & GUTTER REMOVED E35100 PIPE REMOVED, 24" & UNDER E38000 GUARDRAIL REMOVED E52990 PARKING BLOCK REMOVED E56100 BUILDING DEMOLISHED (1 STORY CONCRETE BLOCK) E58000 MANHOLE REMOVED LIN FT AWD $ $ 1, $ $ 1, $ $ 1, $ $ 1, $ $ 1, LIN FT AWD $ $ 4, $ $ 9, $ $ 7, $ $ 8, $ $ 9, LIN FT AWD $ $ $ $ $ $ $ $ $ $ EACH AWD $ $ $ $ $ $ $ $ $ $ AWD $ 2, $ 2, $ 4, $ 4, $ 1, $ 1, $ 2, $ 2, $ 3, $ 3, AWD $ $ $ $ $ $ $ $ $ $ 1,000.00

41 PROJ. NO PAGE NO E58100 CATCH BASIN REMOVED E70000 FILL & PLUG EX. CONDUIT E75200 FENCE REMOVED FOR REUSE E12000 EXCAVATION W/O EMBANKMENT E20000 EMBANKMENT E50000 SUBGRADE COMPACTION EACH AWD $ $ 2, $ $ $ $ 2, $ $ 2, $ $ 2, LIN FT AWD $ $ 5, $ $ 1, $ $ 3, $ $ 11, $ $ 27, LIN FT AWD $ $ $ $ $ $ $ $ $ $ CU YD AWD $ $ 8, $ $ 4, $ $ 8, $ $ 1, $ $ 1, CU YD AWD $ $ 2, $ $ 2, $ $ 3, $ $ 1, $ $ , SQ YD AWD $ $ 7, $ $ 7, $ $ 7, $ $ 2, $ $ 5,084.00

42 PROJ. NO PAGE NO E70000 RAILING (TWIN STEEL TUBE) E38500 MONUMENT ASSEMBLY E40500 REFERENCE MONUMENT LIN FT AWD $ $ 3, $ $ 4, $ $ 4, $ $ 11, $ $ 4, AWD $ $ 1, $ $ $ $ $ $ $ $ 1, AWD $ $ $ $ $ $ $ $ 1, $ $ E60024 IMPACT ATTENUATOR, TYPE 2-98 (BIDIRECT) MODEL #QS9006Y AWD $ 27, $ 54, $ 27, $ 54, $ 26, $ 53, $ 30, $ 60, $ 25, $ 50, E98000 GUARDRAIL, MISC. STEEL BEAM GUARDRAIL ("W" BEAM), KY STD. RBR LIN FT AWD $ $ 7, $ $ 7, $ $ 7, $ $ 9, $ $ 3, E98100 GUARDRAIL, MISC. GUARDRAIL CONNECTOR TO BRIDGE END TYPE E AND E-1, KY STD. RBC AWD $ 1, $ 3, $ 1, $ 3, $ 1, $ 3, $ 1, $ 3, $ $

43 PROJ. NO PAGE NO E98100 GUARDRAIL, MISC. GUARDRAIL END TREATMENT TYPE 1, KY STD. RBR E22001 FENCE REBUILT, TYPE CL, APP E " CONCRETE WALK E49000 CURB RAMP AWD $ 2, $ 2, $ 2, $ 2, $ 2, $ 2, $ 1, $ 1, $ $ LIN FT AWD $ $ 4, $ $ 4, $ $ 4, $ $ 5, $ $ 5, , SQ FT AWD $ $ 5, $ $ 5, $ $ 6, $ $ 4, $ $ 4, AWD $ $ $ $ $ $ $ $ $ $ E98400 MISC. U.S. GRANT BRIDGE HISTORIC DISPLAY AWD $ 100, $ 100, $ 95, $ 95, $ 100, $ 100, $ 52, $ 52, $ 150, $ 150, S.16 ROADWAY - STEEL DESIGN OPTION TOTALS AWD $ 263, $ 260, $ 365, $ 225, $ 344,769.00

44 PROJ. NO PAGE NO E20000 CR AGG SLOPE PROT E32200 ROCK CH PROT, C W/FILTER E34200 ROCK CH PROT, C W/O FILTER E00100 SOIL ANALYSIS TEST E00200 PLACING TOPSOIL E10000 SEEDING AND MULCHING SQ YD AWD $ $ 2, $ $ 3, $ $ 5, $ $ 4, $ $ 15, CU YD AWD $ $ 1, $ $ 2, $ $ 2, $ $ 2, $ $ 2, CU YD AWD $ $ $ $ 1, $ $ $ $ $ $ 1, AWD $ $ $ $ $ $ $ $ $ $ CU YD AWD $ $ $ $ $ $ $ $ $ $ , SQ YD AWD $ $ 2, $ $ 1, $ $ 3, $ $ 3, $ $ 3,858.00

45 PROJ. NO PAGE NO E14000 REPAIR SEEDING AND MULCHING E15000 INTER-SEEDING E20000 COMMERCIAL FERTILIZER E30000 AGRICULTURAL LIME E35000 WATER E40000 MOWING SQ YD AWD $ $ $ $ $ $ $ $ $ $ SQ YD AWD $ $ $ $ $ $ $ $ $ $ TON AWD $ $ $ $ $ $ $ $ $ $ TON AWD $ $ $ $ $ $ $ $ $ $ M GAL AWD $ $ $ $ $ $ $ $ $ $ M SQ FT AWD $ $ $ $ $ $ $ $ $ $ 32.40

46 PROJ. NO PAGE NO E10000 TEMPORARY SEEDING AND MULCHING SQ YD AWD $ $ $ $ $ $ $ $ $ $ E30100 TEMPORARY PERIMETER FILTER FABRIC FENCE 2, LIN FT AWD $ $ 4, $ $ 3, $ $ 7, $ $ 4, $ $ 4, E30200 TEMP DITCH CHECK FILTER FABRIC FENCE 1, LIN FT AWD $ $ 2, $ $ 6, $ $ 4, $ $ 4, $ $ 4, E30300 TEMP INLET PROT FILTER FABRIC FENCE E50000 TEMP SEDIMENT BASINS AND DAMS E60000 SEDIMENT REMOVAL LIN FT AWD $ $ 1, $ $ 4, $ $ 2, $ $ 2, $ $ 2, CU YD AWD $ $ $ $ 1, $ $ $ $ $ $ CU YD AWD $ $ $ $ $ $ $ $ $ $

47 PROJ. NO PAGE NO. 46 S.17 EROSION CONTROL - STEEL DESIGN OPTION TOTALS AWD $ 17, $ 27, $ 29, $ 26, $ 38, E20000 CONCRETE MASONRY E " CONDUIT, TYPE B E " CONDUIT, TYPE C E " CONDUIT, TYPE B E " CONDUIT, TYPE C CU YD AWD $ 1, $ 1, $ 1, $ 1, $ 1, $ 1, $ $ $ $ LIN FT AWD $ $ $ $ 1, $ $ 1, $ $ $ $ LIN FT AWD $ $ $ $ 1, $ $ $ $ $ $ LIN FT AWD $ $ $ $ 1, $ $ 1, $ $ $ $ 1, LIN FT AWD $ $ $ $ 1, $ $ $ $ $ $

48 PROJ. NO PAGE NO E " CONDUIT, TYPE F TYPE C, NON-PERFORATED E " CONDUIT, TYPE A, E " CONDUIT, TYPE A, E " CONDUIT, TYPE B E " CONDUIT, TYPE A, E " CONDUIT, TYPE B LIN FT AWD $ $ 2, $ $ 2, $ $ 2, $ $ 1, $ $ 1, LIN FT AWD $ $ 1, $ $ 2, $ $ 1, $ $ 1, $ $ LIN FT AWD $ $ 1, $ $ 1, $ $ 1, $ $ 1, $ $ 1, LIN FT AWD $ $ $ $ $ $ 1, $ $ $ $ 1, LIN FT AWD $ $ 2, $ $ 3, $ $ 2, $ $ 2, $ $ 2, LIN FT AWD $ $ 9, $ $ 12, $ $ 13, $ $ 11, $ $ 13,000.00

49 PROJ. NO PAGE NO E " CONDUIT, TYPE C E00401 CATCH BASIN, NO. 3, APP E22500 INLET, MISC. CURB BOX INLET, TYPE A, KY STD. RDB , L=5' E31500 MANHOLE, NO LIN FT AWD $ $ 5, $ $ 6, $ $ 7, $ $ 6, $ $ 7, AWD $ 2, $ 4, $ 2, $ 5, $ 2, $ 4, $ 2, $ 4, $ 2, $ 5, EACH AWD $ 2, $ 8, $ 3, $ 14, $ 3, $ 14, $ 1, $ 6, $ 1, $ 6, AWD $ 2, $ 4, $ 1, $ 3, $ 2, $ 5, $ 2, $ 4, $ 2, $ 4, E98000 DRAINAGE STRUCTURE, MISC. SLOPED BOX OUTLET, TYPE 1, KY STD. RDB E " SHALLOW PIPE UD AWD $ 2, $ 5, $ 2, $ 5, $ 1, $ 3, $ $ 1, $ $ 1, LIN FT AWD $ $ 10, $ $ 7, $ $ 12, $ $ 5, $ $ 4,330.00

50 PROJ. NO PAGE NO. 49 S.18 DRAINAGE - STEEL DESIGN OPTION TOTALS AWD $ 61, $ 71, $ 73, $ 50, $ 53, E01500 FULL DEPTH PAVEMENT SAWING E01000 PAVEMENT PLANING, BITUMINOUS LIN FT AWD $ $ 4, $ $ 3, $ $ 3, $ $ 2, $ $ 3, SQ YD AWD $ $ 3, $ $ 1, $ $ 1, $ $ 1, $ $ 3, E46000 BITUMINOUS AGGREGATE BASE, PG E20000 AGGREGATE BASE E10000 TACK COAT CU YD AWD $ $ 22, $ $ 33, $ $ 21, $ $ 30, $ $ 22, CU YD AWD $ $ 16, $ $ 21, $ $ 18, $ $ 10, $ $ 11, GALLON AWD $ $ $ $ $ $ $ $ $ $

51 PROJ. NO PAGE NO E14000 TACK COAT FOR INTERMEDIATE COURSE E10000 BITUMINOUS PRIME COAT GALLON AWD $ $ $ $ $ $ $ $ $ $ GALLON AWD $ $ 1, $ $ 1, $ $ 1, $ $ 1, $ $ 1, E46040 ASPH CONC INTERMEDIATE, TYPE 2, PG CU YD AWD $ $ 9, $ $ 7, $ $ 6, $ $ 6, $ $ 9, E47020 ASPH CONC SURFACE, TYPE 1, PG E " REIN CONC PVMT E25001 APPROACH SLAB (T=15"), APP CU YD AWD $ $ 8, $ $ 6, $ $ 6, $ $ 5, $ $ 8, SQ YD AWD $ $ 51, $ $ 60, $ $ 54, $ $ 36, $ $ 45, SQ YD AWD $ $ 45, $ $ 68, $ $ 44, $ $ 42, $ $ 49,200.00

52 PROJ. NO PAGE NO E12000 COMBINATION CURB AND GUTTER, TYPE E26000 CURB, TYPE LIN FT AWD $ $ 1, $ $ 2, $ $ 2, $ $ 1, $ $ 1, LIN FT AWD $ $ 5, $ $ 8, $ $ 8, $ $ 8, $ $ 4, E98000 CURB, MISC.: STANDARD CURB AND GUTTER, KY STD. RPM LIN FT AWD $ $ 10, $ $ 13, $ $ 12, $ $ 9, $ $ 15, E98000 CURB, MISC.: STANDARD HEADER CURB, KY STD. RPM LIN FT AWD $ $ 2, $ $ 4, $ $ $ $ 3, $ $ 3, S.19 PAVEMENT - STEEL DESIGN OPTION TOTALS AWD $ 183, $ 234, $ 182, $ 161, $ 179, E98000 WATER WORK, MISC. CUT & PLUG (CAP) WATER SERVICE AWD $ $ $ $ $ 1, $ 1, $ 1, $ 1, $ 2, $ 2,000.00

53 PROJ. NO PAGE NO. 52 S.20 WATER WORK - STEEL DESIGN OPTION TOTALS AWD $ $ $ 1, $ 1, $ 2, E75400 LIGHT POLE REMOVED E75500 LIGHT POLE FOUNDATION RMVD E75506 LUMINAIRE REMOVED E00500 CONNECTOR KIT, TYPE II E03000 LIGHT POLE, A6B32.5 AWD $ $ 1, $ $ 1, $ $ 1, $ $ 1, $ $ AWD $ $ 1, $ $ 1, $ $ 1, $ $ 1, $ $ AWD $ $ $ $ $ $ $ $ $ $ EACH AWD $ $ 4, $ $ 4, $ $ 4, $ $ 5, $ $ 3, EACH AWD $ $ 5, $ $ 5, $ 1, $ 6, $ 1, $ 6, $ 1, $ 9,600.00

54 PROJ. NO PAGE NO E03206 LIGHT POLE, DESIGN AT12B E10500 LIGHT POLE, MISC.: DESIGN A6BB EACH AWD $ 1, $ 3, $ 1, $ 3, $ 1, $ 3, $ 1, $ 4, $ 2, $ 6, EACH AWD $ 1, $ 10, $ 1, $ 10, $ 1, $ 10, $ 1, $ 11, $ 1, $ 15, E10614 LIGHT POLE ANCHOR BOLTS ON STRUCTURE E14000 LT POLE FOUND, 24"X6' E19000 TOWER LIGHTNING PROT SYST E22990 NO. 6AWG 600 V DISTRIB CABLE EACH AWD $ $ 1, $ $ 1, $ $ 1, $ $ 2, $ $ 14, EACH AWD $ 1, $ 3, $ 1, $ 3, $ 1, $ 3, $ 1, $ 3, $ 1, $ 4, AWD $ 29, $ 29, $ 12, $ 12, $ 12, $ 12, $ 13, $ 13, $ 25, $ 25, , LIN FT AWD $ $ 11, $ $ 11, $ $ 11, $ $ 14, $ $ 7,425.00

55 PROJ. NO PAGE NO E23304 #8 AWG 600 V DIST CABLE E23306 #10 AWG 600 VOLT DIST CABLE E23308 DISTRIBUTION CABLE, MISC. NO. 1 AWG 600 VOLT E23400 #10 AWG POLE & BRKT CABLE E25400 CONDUIT, 2", E25402 CONDUIT, 2", , LIN FT AWD $ $ 7, $ $ 7, $ $ 7, $ $ 8, $ $ 8, , LIN FT AWD $ $ 10, $ $ 11, $ $ 11, $ $ 13, $ $ 16, , LIN FT AWD $ $ 3, $ $ 3, $ $ 3, $ $ 3, $ $ 3, , LIN FT AWD $ $ $ $ $ $ $ $ $ $ 2, , LIN FT AWD $ $ 88, $ $ 93, $ $ 89, $ $ 93, $ $ 127, , LIN FT AWD $ $ 6, $ $ 6, $ $ 6, $ $ 7, $ $ 22,200.00

56 PROJ. NO PAGE NO E26250 LUMINAIRE, CONVENTIONAL, TYPE II SM CUTOFF (MOUNTED TO SIGNAL POLE) EACH AWD $ $ $ $ $ $ 1, $ $ 1, $ $ 2, E26250 LUMINAIRE, CONVENTIONAL, TYPE III MC 250W HPS, 480V/W PHOTO CELL E29000 TRENCH E29901 JUNCTION BOX, APP E30700 PULL BOX, , 18" E31600 PULL BOX, MISC. PARAPET EACH AWD $ $ 6, $ $ 7, $ $ 6, $ $ 7, $ $ 13, LIN FT AWD $ $ 1, $ $ 1, $ $ 1, $ $ 1, $ $ 8, EACH AWD $ $ 58, $ $ 59, $ $ 58, $ $ 65, $ $ 101, EACH AWD $ $ 1, $ $ 1, $ $ 1, $ $ 1, $ $ 2, EACH AWD $ $ 1, $ $ 1, $ $ 1, $ $ 1, $ 1, $ 4,000.00

57 PROJ. NO PAGE NO E32000 GROUND ROD E34000 POWER SERVICE E38000 HIGH VOLTAGE TEST E98000 LIGHTING, MISC. AESTHETIC LIGHTING, TYPE A E98000 LIGHTING, MISC. AESTHETIC LIGHTING, TYPE B E98000 LIGHTING, MISC. AESTHETIC LIGHTING, TYPE C EACH AWD $ $ $ $ $ $ $ $ $ $ AWD $ 7, $ 7, $ 7, $ 7, $ 7, $ 7, $ 8, $ 8, $ 4, $ 4, AWD $ 2, $ 2, $ 2, $ 2, $ 2, $ 2, $ 2, $ 2, $ 3, $ 3, EACH AWD $ 1, $ 84, $ 1, $ 83, $ 1, $ 84, $ 1, $ 96, $ 1, $ 96, EACH AWD $ 2, $ 17, $ 2, $ 17, $ 2, $ 17, $ 2, $ 19, $ 2, $ 20, EACH AWD $ 1, $ 90, $ 1, $ 89, $ 1, $ 91, $ 1, $ 96, $ 1, $ 96,000.00

58 PROJ. NO PAGE NO E98000 LIGHTING, MISC. AIRWAY OBSTRUCTION, HAZARD BEACON E98000 LIGHTING, MISC. INSPECTION LIGHTING, 100W 120V/W RECEPTACLE AWD $ 1, $ 2, $ 1, $ 2, $ 1, $ 2, $ 1, $ 3, $ 5, $ 10, EACH AWD $ $ 1, $ $ 1, $ $ 1, $ $ 1, $ $ 3, E98000 LIGHTING, MISC. PIVOT TYPE CHANNEL MARKER LIGHT, 180 (TIDELAND) EACH AWD $ 4, $ 16, $ 4, $ 16, $ 4, $ 16, $ 4, $ 18, $ 4, $ 18, E98000 LIGHTING, MISC. PIVOT TYPE CHANNEL MARKER LIGHT, 360 (TIDELAND) E98200 LIGHTING, MISC. CONDUIT SUPPORT BRACKETS AWD $ 4, $ 8, $ 4, $ 8, $ 4, $ 8, $ 4, $ 9, $ 4, $ 9, AWD $ 29, $ 29, $ 30, $ 30, $ 30, $ 30, $ 32, $ 32, $ 50, $ 50, S.21 LIGHTING - STEEL DESIGN OPTION TOTALS AWD $ 523, $ 511, $ 509, $ 557, $ 709,715.00

59 PROJ. NO PAGE NO E00100 BARRIER REFLECTOR, TYPE A E00200 BARRIER REFLECTOR, TYPE B E02100 GR MTD SUPP, #2 POST E03100 GR MTD SUPP, #3 POST E04100 GR MTD SUPP, #4 POST E77000 OVERPASS MTD SUPP, EACH AWD $ $ $ $ $ $ $ $ $ $ EACH AWD $ $ $ $ $ $ $ $ $ $ LIN FT AWD $ $ $ $ $ $ $ $ $ $ 1, LIN FT AWD $ $ $ $ $ $ $ $ $ $ LIN FT AWD $ $ $ $ $ $ $ $ $ $ AWD $ 3, $ 3, $ 4, $ 4, $ 4, $ 4, $ $ $ 2, $ 2,000.00

60 PROJ. NO PAGE NO E79600 SIGN SUP ASSY, BRDG MTD E80102 SIGN, FLAT SHEET, TYPE G E85000 RMVL/GR MTD SIGN & STRG E85100 RMVL/GR MTD SIGN & REERECT E86002 RMVL/GR MTD POST SUP/DISP E87000 RMVL/OVHD MTD SIGN/STRG EACH AWD $ 2, $ 18, $ 2, $ 18, $ 2, $ 18, $ $ 2, $ $ 4, SQ FT AWD $ $ $ $ $ $ $ $ 1, $ $ 1, EACH AWD $ $ $ $ $ $ $ $ $ $ EACH AWD $ $ 1, $ $ 1, $ $ 1, $ $ 2, $ $ 1, EACH AWD $ $ $ $ $ $ $ $ $ $ AWD $ $ $ $ $ $ $ $ $ $

61 PROJ. NO PAGE NO E89702 RMVL/OVHD SIGN SUP/DISP E30000 REMOVAL OF PAVEMENT MARKING E30020 REMOVAL OF PAVEMENT MARKING E10000 EDGE LINE E10100 LANE LINE E10200 CENTER LINE AWD $ $ $ $ $ $ $ $ $ $ , LIN FT AWD $ $ 1, $ $ 1, $ $ 1, $ $ 1, $ $ 1, EACH AWD $ $ $ $ $ $ $ $ $ $ MILE AWD $ 2, $ 3, $ 2, $ 3, $ 2, $ 3, $ $ $ 3, $ 4, MILE AWD $ 5, $ $ 5, $ $ 5, $ $ 1, $ $ 5, $ MILE AWD $ 18, $ 1, $ 18, $ 1, $ 18, $ 1, $ 1, $ $ 20, $ 2,200.00

62 PROJ. NO PAGE NO E10300 CHANNELIZING LINE E10400 STOP LINE E10500 CROSSWALK LINE E10600 TRANSVERSE LINE E10800 ISLAND MARKING E20300 LANE ARROW LIN FT AWD $ $ 1, $ $ 2, $ $ 1, $ $ 1, $ $ 1, LIN FT AWD $ $ 2, $ $ 2, $ $ 2, $ $ $ $ 3, LIN FT AWD $ $ 1, $ $ 1, $ $ 1, $ $ 1, $ $ 3, , LIN FT AWD $ $ 23, $ $ 24, $ $ 22, $ $ 25, $ $ 22, SQ FT AWD $ $ $ $ $ $ $ $ $ $ EACH AWD $ $ 2, $ $ 2, $ $ 2, $ $ 1, $ $ 2,850.00

63 PROJ. NO PAGE NO E20410 WORD ON PAVEMENT, 96" EACH AWD $ $ 1, $ $ 1, $ $ 1, $ $ $ $ 1, S.22 TRAFFIC CONTROL - STEEL DESIGN OPTION TOTALS AWD $ 70, $ 70, $ 69, $ 45, $ 58, E " CONDUIT, TYPE E E25400 CONDUIT, 2", E25900 COND, JACKED OR DRILLED UNDER PAVEMENT, 2 INCH, E25900 COND, JACKED OR DRILLED UNDER PAVEMENT, 3 INCH, LIN FT AWD $ $ $ $ $ $ $ $ $ $ LIN FT AWD $ $ $ $ $ $ $ $ $ $ LIN FT AWD $ $ $ $ $ $ $ $ $ $ 2, LIN FT AWD $ $ 7, $ $ 7, $ $ 7, $ $ 7, $ $ 12,400.00

64 PROJ. NO PAGE NO E29000 TRENCH E30700 PULL BOX, , 18" E30706 PULL BOX, , 24" E32000 GROUND ROD E79100 SIGN HNGR ASSY, MAST ARM E87520 RMVL OF POLE MTD SIGN & REERECT LIN FT AWD $ $ $ $ $ $ $ $ $ $ EACH AWD $ $ 1, $ $ 1, $ $ 1, $ $ 1, $ $ 2, AWD $ $ $ $ $ $ $ $ $ $ EACH AWD $ $ $ $ $ $ $ $ $ $ AWD $ $ $ $ $ $ $ 1, $ 2, $ $ AWD $ $ $ $ $ $ $ $ $ $

PROJECT NO PID BEL TE21-G990(217) TYPE: SLIDE REPAIR LETTING: 06/07/01 COMPLETION DATE: 09/30/02

PROJECT NO PID BEL TE21-G990(217) TYPE: SLIDE REPAIR LETTING: 06/07/01 COMPLETION DATE: 09/30/02 AWARDED PROJECT PROJECT NO. 016002 PID. 19109 BEL-7-3.68 TE21-G990(217) TYPE: SLIDE REPAIR LETTING: 06/07/01 COMPLETION DATE: 09/30/02 OHIO DEPARTMENT OF TRANSPORTATION GORDON PROCTOR, DIRECTOR CONTRACT

More information

BID TAB PROJECT: REPLACEMENT OF ALBON ROAD BRIDGE NO. 606, PID NO BID OPEN: MAY 9, 2012 COMPLETION DATE: NOVEMBER 16, 2012

BID TAB PROJECT: REPLACEMENT OF ALBON ROAD BRIDGE NO. 606, PID NO BID OPEN: MAY 9, 2012 COMPLETION DATE: NOVEMBER 16, 2012 Page 1 BID TAB PROJECT: REPLACEMENT OF ALBON ROAD BRIDGE NO. 606, PID NO. 87786 BID OPEN: MAY 9, 2012 COMPLETION DATE: NOVEMBER 16, 2012 ROADWAY 1 201 CLEARING AND GRUBBING 1 LUMP $4,500.00 $4,500.00 $10,016.00

More information

OFFICIAL BID TABULATION AWARDED PROJECT

OFFICIAL BID TABULATION AWARDED PROJECT AWARDED PROJECT PROJECT NO. 990206 PID. 17900 HAN-37-5.118 TE21-G990(271) TYPE: SIGNALIZATION LETTING: 04/28/99 COMPLETION DATE: 10/31/99 OHIO DEPARTMENT OF TRANSPORTATION GORDON PROCTOR, DIRECTOR CONTRACT

More information

OFFICIAL BID TABULATION AWARDED PROJECT

OFFICIAL BID TABULATION AWARDED PROJECT AWARDED PROJECT PROJECT NO. 990073 PID. 17004 CLI-68-19.746 TE21-G990(144) TYPE: TWO LANE RESURFACING LETTING: 03/03/99 COMPLETION DATE: 09/30/99 OHIO DEPARTMENT OF TRANSPORTATION GORDON PROCTOR, DIRECTOR

More information

PROJECT NO PID CLA TE21-G010(290) TYPE: MISCELLANEOUS LETTING: 07/11/01 COMPLETION DATE: 11/30/01

PROJECT NO PID CLA TE21-G010(290) TYPE: MISCELLANEOUS LETTING: 07/11/01 COMPLETION DATE: 11/30/01 AWARDED PROJECT PROJECT NO. 010313 PID. 22620 CLA-70-20.92 TE21-G010(290) TYPE: MISCELLANEOUS LETTING: 07/11/01 COMPLETION DATE: 11/30/01 OHIO DEPARTMENT OF TRANSPORTATION GORDON PROCTOR, DIRECTOR CONTRACT

More information

OKLAHOMA TURNPIKE AUTHORITY

OKLAHOMA TURNPIKE AUTHORITY PART A - BASE BID 106 QUALITY CONTROL & ACCEPTANCE LSUM 1.00 $ 250,000.00 $250,000.00 $ 240,978.56 $ 240,978.56 260,000.00 $ 260,000.00 201(A) CLEARING & GRUBBING LSUM 1.00 $ 30,000.00 $30,000.00 $ 17,188.20

More information

Subject: Addendum No. 1 Project #C CCE Parking Lot Replacement Phase 2 Robert Bishop Drive 4380 Richmond Road, Highland Hills, Ohio 44122

Subject: Addendum No. 1 Project #C CCE Parking Lot Replacement Phase 2 Robert Bishop Drive 4380 Richmond Road, Highland Hills, Ohio 44122 Addendum No. 1 Page One To: From: All Plan Holders of Record CT Consultants, Inc. Gene E. Arters, P.E. on behalf of Cuyahoga Community College Subject: Addendum No. 1 Project #C20166009 CCE Parking Lot

More information

TOTAL QUANTITY UNIT COST UNIT

TOTAL QUANTITY UNIT COST UNIT BASE BID DIVISION 1 - GENERAL 1 1070-206-A-0 TRAFFIC CONTROL LS 1 $ 10,000 $ 10,000 $3,000.00 $3,000.00 $5,600.00 $5,600.00 2 2010-108-B-0 CLEARING AND GRUBBING AC 5 $ 9,000 $ 45,000 $7,192.50 $35,962.50

More information

LETTING : CALL : 056 COUNTIES : MILLE LACS

LETTING : CALL : 056 COUNTIES : MILLE LACS S T A T E O F M I N N E S O T A PAGE : -1 NUMBER OF DAYS: 0 BRIDGE COUNT : 3 CONTRACT DESCRIPTION : GRADING, BIT PAVING & SURFACING, ROUNDABOUT, AND BRIDGES. CONTRACT LOCATION: LOCATED ON T.H. 95 AT THE

More information

BID TABULATION REPORT ABRAM STREET (SH CITY LIMITS) PROJECT No. PWST09016 BID OPENED : April 22, 2014 at 1:30 p.m.

BID TABULATION REPORT ABRAM STREET (SH CITY LIMITS) PROJECT No. PWST09016 BID OPENED : April 22, 2014 at 1:30 p.m. PAVING IMPROVEMENTS 101 Mobilization and Bonds, LS 1 $ 225,000.00 $ 225,000.00 $ 225,000.00 $ 225,000.00 $ 225,000.00 $ 225,000.00 $ 225,000.00 $ 225,000.00 102 Right-of-way Preparation LS 1 $ 365,500.00

More information

OKLAHOMA TURNPIKE AUTHORITY

OKLAHOMA TURNPIKE AUTHORITY PART A - BASE BID PART A - BASE BID 106 QUALITY CONTROL & ACCEPTANCE LSUM 1.00 $ 40,000.00 $40,000.00 $ 61,320.82 $ 61,320.82 $ 45,000.00 $ 45,000.00 201(A) CLEARING & GRUBBING LSUM 1.00 $ 150,000.00 $150,000.00

More information

AVGPR14.Y01 2/11/2014 DOES NOT INCLUDE STATE AID PROJECTS ALL ITEMS BETWEEN 12/01/13 AND 12/31/13 BY ITEM GROUP

AVGPR14.Y01 2/11/2014 DOES NOT INCLUDE STATE AID PROJECTS ALL ITEMS BETWEEN 12/01/13 AND 12/31/13 BY ITEM GROUP AVERAGE BID PRICES FOR AWARDED PROJECTS 14:48 Tuesday, February 11, 2014 1 2011 2011.601/00003 CONSTRUCTION SURVEYING LS 1 $19 $18,500.00 1 2013 2013.602/00022 ROAD/WEATHER SENSOR AND CABLE EACH 3 $32

More information

BID TABULATION BID REQUEST NO

BID TABULATION BID REQUEST NO BID TABULATION BID REQUEST NO. 13-1046 1 LOWEST RESPONSIVE BIDDER Dakota Contracting Bidder: Corporation D & G Concrete Bidder: Construction, Inc. Carl V. Carlson Bidder: Company Address: 431 NORTH PHILLIPS

More information

PART A ROADWAY - BASE BID

PART A ROADWAY - BASE BID May 10, 2016 HEB-MC-61 PART A ROADWAY - BASE BID 202(A) - UNCLASSIFIED EXCAVATION - CY 34,946.00 $ 6.00 209,676.00 $ 7.98 $ 278,869.08 205(A) - TYPE A-SALVAGED TOPSOIL - LSUM 1.00 $ 22,500.00 $ 22,500.00

More information

AVERAGE OF BID ITEMS ENGINEERS ESTIMATE

AVERAGE OF BID ITEMS ENGINEERS ESTIMATE ROADWAY 1 Mobilization 1 LS $ 990,048.50 $ 80,000.00 $ 880,000.00 $ 880,000.00 $ 950,000.00 $ 950,000.00 $ 967,510.00 $ 967,510.00 $ 1,162,684.00 $ 1,162,684.00 2 Maintenance of Traffic ( incl. Pedestrian

More information

ENGINEER'S ESTIMATE OF PROBABLE COST CCTA I 680 NORTH EXPRESS LANE PROJECT (SOUTHBOUND ONLY) EA 04 4H % PS&E Submittal

ENGINEER'S ESTIMATE OF PROBABLE COST CCTA I 680 NORTH EXPRESS LANE PROJECT (SOUTHBOUND ONLY) EA 04 4H % PS&E Submittal Page: 1 of 8 (F) Description 1 050000A CONTRACTOR STAKING LS 1 $ $ 2 070030 LEAD COMPLIANCE PLAN LS 1 $ $ 3 080000A POTHOLING LS 1 $ 50,000.00 $ 50,000.00 4 080050 PROGRESS SCHEDULE (CRITICAL PATH METHOD)

More information

NE WEST KINGSTON ROAD CULVERT REPLACEMENT

NE WEST KINGSTON ROAD CULVERT REPLACEMENT NE WEST KINGSTON ROAD CULVERT REPLACEMENT KITSAP COUNTY MILE POST 1.28 TO 1.44 PUBLIC WORKS BID TABULATION SECTION PREPARED: BLB LENGTH: 0.16 Mile REVISED: DATE: March 7, 2017 SCHEDULE A - ROADWAY IMPROVEMENTS

More information

Munilla Construction HOOD RD., E. OF FLORIDA'S TURNPIKE TO W. OF CENTRAL BLVD. AND HOOD RD. & CENTRAL

Munilla Construction HOOD RD., E. OF FLORIDA'S TURNPIKE TO W. OF CENTRAL BLVD. AND HOOD RD. & CENTRAL JW Cheatham, ROADWAY 1 MOBILIZATION 1.0 LS $ 1,350,116.25 $ 906,000.00 $ 1,233,000.00 $ 1,233,000.00 $ 1,159,208.36 $ 1,159,208.36 $ 1,451,835.00 $ 1,451,835.00 $ 1,556,421.65 $ 1,556,421.65 2 MAINTENANCE

More information

Certified Bid Tabulation Southeast Residential Community Parking Development South Dakota State University

Certified Bid Tabulation Southeast Residential Community Parking Development South Dakota State University Base Bid - Parking Lot Construction Number Grading and Surfacing Items Quantity Unit C-1 Mobilization 1 LS $ 60,000.00 $ 60,000.00 $ 82,000.00 $ 82,000.00 $ 18,255.59 $ 18,255.59 C-2 Traffic Control 1

More information

OKLAHOMA TURNPIKE AUTHORITY

OKLAHOMA TURNPIKE AUTHORITY PART A - BASE BID 106 QUALITY CONTROL & ACCEPTANCE LSUM 1.00 $ 70,000.00 $70,000.00 $ 15,735.00 $ 15,735.00 $ 60,000.00 $ 60,000.00 $ 25,000.00 $ 25,000.00 $ 20,000.00 $ 20,000.00 201(A) CLEARING & GRUBBING

More information

Rock Chalk Park - Infrastructure Report. July 2013

Rock Chalk Park - Infrastructure Report. July 2013 Rock Chalk Park Infrastructure Report July 2013 The following report is the first monthly report for the construction of infrastructure at Rock Chalk Park. The format follows the sections outlined in the

More information

2011 PUBLIC PARKING LOT & ALLEY IMPROVEMENTS Village of Whitefish Bay Project No March 17, 2011 ITEM DESCRIPTION UNIT QTY.

2011 PUBLIC PARKING LOT & ALLEY IMPROVEMENTS Village of Whitefish Bay Project No March 17, 2011 ITEM DESCRIPTION UNIT QTY. ALLEY: 5600 BLOCK OF N. LAKE DRIVE 1 Remove concrete pavement 800 SY $ 11.07 $ 8,856.00 $ 5.31 $ 4,248.00 $ 12.70 $ 10,160.00 $ 6.20 $ 4,960.00 $ 9.27 $ 7,416.00 $ 16.75 $ 13,400.00 2 6" Aggregate Dense

More information

Engineer's Preliminary Estimate - 100% Submittal

Engineer's Preliminary Estimate - 100% Submittal EA 284700 1 070010 PROGRESS SCHEDULE (CRITICAL PATH) LS 1 $ 15,000 $ 15,000 2 071325 TEMPORARY FENCE (TYPE ESA) M 1250 $ 10 $ 12,500 3 074019 PREPARE STORM WATER POLLUTION PREVENTION PLAN LS 1 $ 7,000

More information

Fuel Adjustment Allowance USD 50,000 $ 1.00 $ 50, $ 1.00 $ 50, $ 1.00 $ 50, $ 1.00 $ 50, $ 1.00 $

Fuel Adjustment Allowance USD 50,000 $ 1.00 $ 50, $ 1.00 $ 50, $ 1.00 $ 50, $ 1.00 $ 50, $ 1.00 $ SOLICITATION NO. 147850: VALENCIA ROAD: WADE ROAD TO MARK ROAD Achen Gardner Granite Hunter Borderland KE&G ITEM NO. ITEM DESCRIPTION UNIT QTY UNIT PRICE AMOUNT UNIT PRICE AMOUNT UNIT PRICE AMOUNT UNIT

More information

OKLAHOMA DEPARTMENT OF TRANSPORTATION PRELIMINARY HIGHWAY DETAIL CONSTRUCTION ESTIMATE. PAGE NO. 1 DATE PRINTED : May 22, 2018

OKLAHOMA DEPARTMENT OF TRANSPORTATION PRELIMINARY HIGHWAY DETAIL CONSTRUCTION ESTIMATE. PAGE NO. 1 DATE PRINTED : May 22, 2018 LETTING DATE : 2018-06-14 CALL NUMBER : 772 OKLAHOMA DEPARTMENT OF TRANSPORTATION PRELIMINARY HIGHWAY DETAIL CONSTRUCTION ESTIMATE PAGE NO. 1 DATE PRINTED : JOB NUMBER : 170236 ESTIMATE NUMBER : PROJECT

More information

BRIDGE ALTERNATE STUDY No. 1

BRIDGE ALTERNATE STUDY No. 1 BRIDGE ALTERNATE STUDY No. 1 RURAL STREAM CROSSING Prepared for U. S. Bridge Cambridge, Ohio Prepared by RICHLAND ENGINEERING LIMITED 29 North Park Street, Mansfield, Ohio 44902-1769 419/524-0074 FAX 419/524-1812

More information

Exhibit 4 Page 1 of 8

Exhibit 4 Page 1 of 8 Page 1 of 8 Price Analysis Summary Bid #C2113975C1, Construction of Davie Road Extension Agency: Highway Construction and Engineering Division Bid Submittals: 4 Purchasing Agent: Cara M. Leisy, J.D. Declinations:

More information

NOTICE OF AWARD OF CONTRACT S.R. 408/S.R.417 INTERCHANGE IMPROVEMENTS PHASE 1. Project No. 253F Contract No

NOTICE OF AWARD OF CONTRACT S.R. 408/S.R.417 INTERCHANGE IMPROVEMENTS PHASE 1. Project No. 253F Contract No NOTICE OF AWARD OF CONTRACT S.R. 408/S.R.417 INTERCHANGE IMPROVEMENTS PHASE 1 Project No. 253F Contract No. 001118 October 8, 2015 Bids for this project were received and opened on September 16, 2015,

More information

A DESIGN-BUILD PROJECT

A DESIGN-BUILD PROJECT Price Proposal A DESIGN-BUILD PROJECT Fall Hill Avenue Widening and Mary Washington Boulevard Extension From: 0.12 Miles West of Gordon W. Shelton Boulevard To: Route 1 at Mary Washington Boulevard Fredericksburg,

More information

CITY OF CHINO ENGINEERING COST ESTIMATE. Quantity Unit Item Unit Total Cost Price Per Item. LS Traffic Control (5% of construction cost) 5% $

CITY OF CHINO ENGINEERING COST ESTIMATE. Quantity Unit Item Unit Total Cost Price Per Item. LS Traffic Control (5% of construction cost) 5% $ RESOLUTION NO 2015078 STREETS LS Traffic Control (5% of construction cost) 5% $ LS Clear & Grub Site (5% of construction cost) 5% $ EA Tree Removal $ 800.00 $ CY Concrete Removal $ 300.00 $ CY AC Pavement

More information

CITY OF ELKO BID TABULATION * RE-BID* FOR Sports Complex April 4, 2018

CITY OF ELKO BID TABULATION * RE-BID* FOR Sports Complex April 4, 2018 CITY OF ELKO BID TABULATION * RE-BID* FOR Sports Complex 2017-2018 April 4, 2018 Great Basin Engineering CLEARING EARTHWORK 1 337.01200 Mobilization @ Per Lump Sum 1 LS $445,350.00 $ 445,350.00 $481,768.00

More information

CONTRACT TIME DETERMINATION

CONTRACT TIME DETERMINATION CONTRACT TIME DETERMINATION MISSOURI DEPARTMENT OF TRANSPORTATION March 15, 2004 DEFINITIONS Calendar Day: Any day shown on the calendar beginning and ending at midnight. Working Day: A calendar day during

More information

2018 Road Improvements Engineer's Project Number: LK 01 Bid Deadline: May 1, 2018 at 2:00 p.m. local time

2018 Road Improvements Engineer's Project Number: LK 01 Bid Deadline: May 1, 2018 at 2:00 p.m. local time TABULATION PAGE 1 OF 6 PRE- ESTIMATE Pitlik and Wick, Inc. CONTRACT A - BASE Highway X (Friedle Road to Dam Road) A1.1 Single Layer Chip Seal 75,100 sq. yds. $ 2.50 $ 187,750.00 $ 1.60 $ 120,160.00 $ 1.19

More information

RANCHERO ROAD AND BNSF GRADE SEPARATION PROJECT, C.O. NO Item Description Est. Qty. Units Unit Price

RANCHERO ROAD AND BNSF GRADE SEPARATION PROJECT, C.O. NO Item Description Est. Qty. Units Unit Price 2. BID SCHEDULE RANCHERO ROAD AND BNSF GRADE SEPARATION PROJECT, C.O. NO. 7046 To the Honorable Mayor and City Council of the City of Hesperia: Schedule of prices to construct the Ranchero Road and BNSF

More information

Crushed Surfacing Base Course, per ton. Pages 8-8, Special Provisions Section , Materials. This Section is supplemented with the following:

Crushed Surfacing Base Course, per ton. Pages 8-8, Special Provisions Section , Materials. This Section is supplemented with the following: Crushed Surfacing Base Course, per ton. The unit contract price per ton for Crushed Surfacing Top Course and Crushed Surfacing Base Course shall include the cost for all labor, materials, equipment and

More information

JANUARY 18, Reference Specifications, Attachment to Form 96 (BID FORM), Bid Proposal: Respectfully submitted,

JANUARY 18, Reference Specifications, Attachment to Form 96 (BID FORM), Bid Proposal: Respectfully submitted, ADDENDUM NO. 3 TO THE PLANS AND SPECIFICATIONS for STREET AND STORM SEWER IMPROVEMENTS ON HANCOCK AND WASHINGTON STREETS for the FRENCH LICK REDEVELOPMENT COMMISSION ORANGE COUNTY, INDIANA MEI PROJECT

More information

REPLACEMENT OF MERCER COUNTY BRIDGE

REPLACEMENT OF MERCER COUNTY BRIDGE ADDENDUM NO. ONE Notice is hereby given that on April 26, 2019 at 11:00 AM (Prevailing time), sealed proposals will be opened and read in public by the Purchasing Department in the Mercer County McDade

More information

BID TABULATION PAGE 1 OF 8

BID TABULATION PAGE 1 OF 8 BID TABULATION PAGE 1 OF 8 BID PRE-BID ESTIMATE A-1 Excavating, Inc. Maddrell Excavating, LLC Bloomer, WI Brodhead, WI BASE BID CTP P Utility Work 1. 8" SDR 35 Sanitary Sewer Main 3,656 lin. $ 69.00 $

More information

PART II - Prospect Street 37. 8" Ductile Iron CL52 Water Main 614 lin. ft. $ $ 49, $ $ 43, $ $ 46,050.

PART II - Prospect Street 37. 8 Ductile Iron CL52 Water Main 614 lin. ft. $ $ 49, $ $ 43, $ $ 46,050. BID TABULATION PAGE 1 OF 6 Engineer's Project Number: RI 124 Bid Deadline: Changed via addendum to July 2, 2018 at 2:00 p.m. local time BID PRE-BID ESTIMATE Kruczek Construction, Inc. Musson Bros., Inc.

More information

19th & Barker Roundabout / Waterline Improvement Project No. 56-CP12-901(C) Cost Breakdown

19th & Barker Roundabout / Waterline Improvement Project No. 56-CP12-901(C) Cost Breakdown 19th & Barker Roundabout / Waterline Improvement Project No. 56CP12901(C) Cost Breakdown Engineering Fees: Original Contract $ 71,861.00 Additional Services $ 8,744.00 Waterline Contract $ 17,500.00 TOTAL

More information

NOTICE TO BIDDERS LETTING OF NOVEMBER 9, 2018 ADDENDUM NO. 1 CHANGES TO PROPOSAL OR PLANS

NOTICE TO BIDDERS LETTING OF NOVEMBER 9, 2018 ADDENDUM NO. 1 CHANGES TO PROPOSAL OR PLANS NOTICE TO BIDDERS LETTING OF NOVEMBER 9, 2018 ADDENDUM NO. 1 This Addendum changes the terms of the Bid Proposal and/or plans associated with the project indicated below. By submitting a bid, any and all

More information

BIDDER'S PROPOSAL TO THE HONORABLE MAYOR AND MEMBERS OF THE CITY COUNCIL

BIDDER'S PROPOSAL TO THE HONORABLE MAYOR AND MEMBERS OF THE CITY COUNCIL Bidders submitting proposals shall be very careful to follow all requirements in connection therewith. A checklist has been attached for guidance in complying with all phases of the bid process and project.

More information

BID TABULATION. Engineer's Estmated Opinion of Costs

BID TABULATION. Engineer's Estmated Opinion of Costs Street Resurfacing Project - 2018 Rank Vendor Name Total Bid % of Low Bid % of Estimate File 2018-004 Engineer's $ 5,032,397.47 102.11% 100.00% Bid 4529 1 Ajax Paving Industries, Inc $ 4,928,322.54 100.00%

More information

ADDENDUM #1 March 12, 2019 BID FORM. Moore, Oklahoma DATE: PROJECT:

ADDENDUM #1 March 12, 2019 BID FORM. Moore, Oklahoma DATE: PROJECT: ADDENDU #1 arch 12, 2019 BID FOR PLACE DATE: PROJECT: oore, Oklahoma 34 th Street, Telephone Rd to Santa Fe Ave Roadway Widening Proposal of (hereinafter called BIDDER ), doing business as a Corporation

More information

2015 Financial Assurance 8/6/2015 Estimate Form (with pre-plat construction)

2015 Financial Assurance 8/6/2015 Estimate Form (with pre-plat construction) 2015 Financial Assurance 8/6/2015 Estimate Form (with pre-plat construction) Project Information The Glen at Widefield Filing No. 9 PDD File: SF-185 9/25/2018 Project Name Section 1 - Grading and Erosion

More information

ADDENDUM No. 1 January 29, Paving Program Village of Milford

ADDENDUM No. 1 January 29, Paving Program Village of Milford ADDENDUM No. 1 2018 Paving Program Village of Milford The following changes, additions, and/or clarifications to the Contract Documents shall be incorporated in said documents and shall be allowed for

More information

Sandalfoot Blvd. & SR 7 and SW 3rd St. & SR 7 Bridge Replacements WEEKLEY ASPHALT PAVING, INC. KIEWIT INFRASTRUCTURE CO. RUSSELL ENGINEERING

Sandalfoot Blvd. & SR 7 and SW 3rd St. & SR 7 Bridge Replacements WEEKLEY ASPHALT PAVING, INC. KIEWIT INFRASTRUCTURE CO. RUSSELL ENGINEERING ROADWAY 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 BRIDGE 37 38 39 40 41 42 43 REGULAR PAY Mobilization 1 LS $ 424,200.00 $ 238,930.61 $ 445,000.00

More information

KANE COUNTY DIVISION of TRANSPORTATION

KANE COUNTY DIVISION of TRANSPORTATION Carl Schoedel, P.E. Director of Transportation County Engineer KANE COUNTY DIVISION of TRANSPORTATION 41W011 Burlington Road St. Charles, IL 60175 (630) 584-1170 Fax: (630) 584-5265 Section 13-00176-02-BR

More information

Town of Middleton Salt Storage Building Pioneer Road Pioneer Lands Town of Middleton Dane County, WI 53562

Town of Middleton Salt Storage Building Pioneer Road Pioneer Lands Town of Middleton Dane County, WI 53562 Town of Middleton Salt Storage Building Pioneer Road Pioneer Lands Town of Middleton Dane County, WI 53562 1 T100 PROJECT LOCATION MAP Scale: NTS N Revisions: No. Date: Description: Scale As Indicated

More information

Department of Public Works Engineering

Department of Public Works Engineering Department of Public Works Engineering DATE: January 27, 2016 TO: Honorable Chairman and Public Utility Authority Members FROM: Cynthia M. Herrera, MMC, Interim Executive Director/ City Clerk BY: Nathan

More information

SUTTER BUTTER FLOOD CONTROL AGENCY FEATHER RIVER WEST LEVEE PROJECT PROJECT C, CONTRACT NO C BID TABULATION

SUTTER BUTTER FLOOD CONTROL AGENCY FEATHER RIVER WEST LEVEE PROJECT PROJECT C, CONTRACT NO C BID TABULATION Bid Schedule A - Feather River West Levee Project C Improvements No. Item Description Quantity Unit Nordic/Magnus Pacific JV Engineer's Estimate Unit Price Total Price Unit Price Total Price A1 Injury

More information

ITEM DESCRIPTION UNIT QUANTITY UNIT PRICE AMOUNT UNIT PRICE AMOUNT

ITEM DESCRIPTION UNIT QUANTITY UNIT PRICE AMOUNT UNIT PRICE AMOUNT Engineering Estimate R. D. Johnson Excavating Co., Inc 1 Mobilization Lump Sum 1 $ 85,000.00 $ 85,000.00 $ 18,000.00 $ 18,000.00 2 Contractor Construction Staking Lump Sum 1 $ 15,000.00 $ 15,000.00 $ 8,760.00

More information

Master Development Plan for the TxDOT North Tarrant Express Project, Segments 2-4. Chapter 6: Preliminary Cost Estimates.

Master Development Plan for the TxDOT North Tarrant Express Project, Segments 2-4. Chapter 6: Preliminary Cost Estimates. , Segments 2-4 Chapter 6: Preliminary Cost Estimates Table of Contents 6.1 Details of Facilities... 17 6.2 Pre-Development and Facility Feasibility... 1 6.2.1 Planning... 1 6.2.2 Environmental Mitigation...

More information

MSCAA PROJECT NO

MSCAA PROJECT NO TIME: RBID ENVELOPE MSCAA PROJECT NO. 08-1260-02 NAME OF PROJECT: GLYCOL MANAGEMENT PROGRAM- BRIDGES AND SITE CONSTRUCTION BIDS DUE: U7/27/2017 U U 2:00 PM Local Time UBIDDER IDENTIFICATIONU: MEMPHIS SHELBY

More information

SUBDIVISION IMPROVEMENTS AGREEMENT

SUBDIVISION IMPROVEMENTS AGREEMENT SUBDIVISION IMPROVEMENTS AGREEMENT THIS AGREEMENT, made between GLEN DEVELOPMENT COMPANY, hereinafter called the "Subdivider," and El Paso County by and through the Board of County Commissioners of El

More information

69889/AV/lm. Recipients of C-TRAN ITB # Fourth Plain BRT Maintenance Facility Expansion. DATE: June 25, SUBJECT: Addendum #11

69889/AV/lm. Recipients of C-TRAN ITB # Fourth Plain BRT Maintenance Facility Expansion. DATE: June 25, SUBJECT: Addendum #11 69889/AV/lm TO: Recipients of C-TRAN ITB #2015-04 Fourth Plain BRT Maintenance Facility Expansion DATE: June 25, 2015 SUBJECT: Addendum #11 C-TRAN has revised the following sections of the Invitation to

More information

RFB Addendum 3

RFB Addendum 3 Yes GENERAL CONDITIONS 1.00 MOBLIZATION AND DEMOBILIZATION 1 LS $ 293,750.00 $ 293,750.00 1.01 STORMWATER POLLUTION PREVENTION PLAN (INCLUDES EROSION CONTROL AND SEDIMENT IMPLEMATION PLAN) 1.02 STORMWATER

More information

AECOM Redoubt Road - Mill Road Corridor Project Appendix B Cost Estimate Revision B 20-Jul-2014 Prepared for Auckland Transport Co No.: N/A Item Description Unit QTY Rates $ Alternative Alignment - Option

More information

CECIL COUNTY, MARYLAND. ADDENDUM #3 Bid 18-14: Bohemia Church Road Culvert Replacements XCE1073, XCE1074 & XCE1075

CECIL COUNTY, MARYLAND. ADDENDUM #3 Bid 18-14: Bohemia Church Road Culvert Replacements XCE1073, XCE1074 & XCE1075 Office of the County Executive Alan J. McCarthy County Executive Department of Finance Purchasing Division Ken Jackson Purchasing/Fleet/Leasing Mgr. Alfred C. Wein, Jr. Purchasing Office Director of Administration

More information

Northumberland County County Road 2 Class Environmental Assessment Construction Cost Estimate

Northumberland County County Road 2 Class Environmental Assessment Construction Cost Estimate Date: Nov 12, 2012 Page: A - 1 CPR Bridge Rehabilitation - Construction Phase I Rehabilitation of C.P. Bridge L.S. $ 1,400,000.00 $ 1,400,000.00 SUBTOTAL $ 1,400,000.00 Engineering and Contingency (25%)

More information

Tabulation of Bids. Counties: ROUTE 94 BLACK CREEK TRIBUTARY CULVERT REPLACEMENT

Tabulation of Bids. Counties: ROUTE 94 BLACK CREEK TRIBUTARY CULVERT REPLACEMENT Page 1 of 20 16 SSSEX ROTE 94 BLACK CREEK TRIBTARY CLVERT REPLACEMENT CONSTRCTION CORP INC. (2) KONKS CORPORATION (3) NORTHEAST REMSCO CONSTRCTION INC Quantity and nits nit Price nit Price nit Price 0001

More information

ROCKLAND ELECTRIC COMPANY B.P.U. NO. 3 - ELECTRICITY. 1st Revised Leaf No. 18 Superseding Original Leaf No. 18 GENERAL INFORMATION

ROCKLAND ELECTRIC COMPANY B.P.U. NO. 3 - ELECTRICITY. 1st Revised Leaf No. 18 Superseding Original Leaf No. 18 GENERAL INFORMATION 1st Revised Leaf No. 18 Superseding Original Leaf No. 18 No. 15 IDENTIFICATION OF EMPLOYEES Company employees or agents authorized to enter upon its customers premises are provided with photo identification

More information

BID PROPOSAL ANNUAL PATHWAY & MINOR CONSTRUCTION CONTRACT PBC PROJECT #

BID PROPOSAL ANNUAL PATHWAY & MINOR CONSTRUCTION CONTRACT PBC PROJECT # ENGINEERS Wynn & Sons Envir. ESTIMATE Construction, Inc. 1 Emergency Response, Less than 6 Hours 10 EA $ 50.00 $ 50.00 $ 500.00 2 Emergency Response, 6 Hours to 24 Hours 20 EA $ 50.00 $ 50.00 $ 1,000.00

More information

DISTRICT AVERAGES 31, 2014 THROUGH 1, 2016 ITEM ITEM DESCRIPTION UNIT MINIMUM MAXIMUM AVERAGE DISTRICT

DISTRICT AVERAGES 31, 2014 THROUGH 1, 2016 ITEM ITEM DESCRIPTION UNIT MINIMUM MAXIMUM AVERAGE DISTRICT 100 MOBILIZATION LS $ 20,000.00 $ 143,384.14 $ 74,567.11 BRSTL 101 CONSTRUCTION SURVEYING (CONSTR.) LS $ 2,500.00 $ 59,277.82 $ 13,090.66 BRSTL 102 CONSTRUCTION SURVEYING(MIN. PLAN) LS $ 15,000.00 $ 15,000.00

More information

Bid No.: PO Box Cone Rd Asphalt Ave th Ave. E. Dunedin, FL Tampa, FL Tampa, FL Palmetto, FL 34221

Bid No.: PO Box Cone Rd Asphalt Ave th Ave. E. Dunedin, FL Tampa, FL Tampa, FL Palmetto, FL 34221 Bid : 7379 GENERAL 1 2 3 4 @ unit $ total $ @ unit $ total $ @ unit $ total $ @ unit $ total $ G-1.1 Mobilization 1 LS $ 450,000.00 $ 450,000.00 $ 720,000.00 $ 720,000.00 $ 750,000.00 $ 750,000.00 $ 530,000.00

More information

ARKANSAS PUBLIC SERVICE COMMISSION

ARKANSAS PUBLIC SERVICE COMMISSION 2 nd Revised Sheet No. 61.0.1 Schedule Sheet 1 of 18 Replacing: 1 st Revised Sheet No. 61.0.1 61.0. TARIFF GOVERNING THE INSTALLATION OF ELECTRIC UNDERGROUND RESIDENTIAL DISTRIBUTION SYSTEMS AND UNDERGROUND

More information

ALVAREZ ENGINEERS, INC. July 27, 2017 a) Evaluation Criteria PROJECT: ROADWAY IMPROVEMENTS TO DOLPHIN MALL OUTER RING ROAD for BEACON TRADEPORT COMMUN

ALVAREZ ENGINEERS, INC. July 27, 2017 a) Evaluation Criteria PROJECT: ROADWAY IMPROVEMENTS TO DOLPHIN MALL OUTER RING ROAD for BEACON TRADEPORT COMMUN ALVAREZ ENGINEERS, INC. July 27, 2017 a) Evaluation Criteria PROJECT: ROADWAY IMPROVEMENTS TO DOLPHIN MALL OUTER RING ROAD for BEACON TRADEPORT COMMUNITY DEVELOPMENT DISTRICT CITY OF SWEETWATER, FLORIDA

More information

CONTRACTOR'S ESTIMATE PACKAGE REPORT DATE: 02/09/18 HIGHWAY: FM 1988 COUNTY: 04/07/2015 ESTIMATE PAID: AWARD DATE: 04/30/2015 ESTIMATE PERIOD:

CONTRACTOR'S ESTIMATE PACKAGE REPORT DATE: 02/09/18 HIGHWAY: FM 1988 COUNTY: 04/07/2015 ESTIMATE PAID: AWARD DATE: 04/30/2015 ESTIMATE PERIOD: 0.00 CONTRACTOR'S ESTIMATE PACKAGE REPORT DATE: 02/09/18 217 10.00 CONTRACT ID: 187601030 PROJECT: BR 1502(017) CONTRACT: 04153032 AWARD : 3,278,223.27 PROJECTED : 3,289,223.27 ADJ. PROJECTED : 3,289,223.27

More information

Active Construction RV Associates Scarsella JR Hayes

Active Construction RV Associates Scarsella JR Hayes CITY OF PORT ORCHARD PUBLIC WORKS DEPARTMENT TREMONT STREET IMPROVEMENTS SR 16 to Port Orchard Boulevard Opening: 6/6/2017 Fed Aid Proj No: STPUS-6610(004) $ 12,779,179.17 $ 12,855,082.55 $ 12,901,887.92

More information

BID TABULATION PAGE 1 OF 6

BID TABULATION PAGE 1 OF 6 BID TABULATION PAGE 1 OF 6 BID PRE-BID ESTIMATE R.G. Huston Company, Inc. Kopplin & Kinas Co., Inc. Cottage Grove, WI Green Lake, WI NO. DESCRIPTION OF WORK QUANT. UNITS UNIT PRICE AMOUNT UNIT PRICE AMOUNT

More information

CONTRACTOR'S ESTIMATE PACKAGE REPORT DATE: 01/09/19

CONTRACTOR'S ESTIMATE PACKAGE REPORT DATE: 01/09/19 CONTRACTOR'S ESTIMATE PACKAGE REPORT DATE: 01/09/19 240 0.00 CONTRACT ID: 090249068 PROJECT: STP 2014(119)TE CONTRACT: 08163051 AWARD AMOUNT: $2,150,084.20 PROJECTED AMOUNT: $2,344,277.78 ADJ. PROJECTED

More information

WAYNE COUNTY AIRPORT AIRPORT CAPITAL IMPROVEMENT PROGRAM (ACIP)

WAYNE COUNTY AIRPORT AIRPORT CAPITAL IMPROVEMENT PROGRAM (ACIP) WAYNE COUNTY AIRPORT AIRPORT CAPITAL IMPROVEMENT PROGRAM (ACIP) 2017 2026 DECEMBER 2015 Prepared For: Federal Aviation Administration Ohio Department of Transportation Office of Aviation Attachment A 10

More information

LCC Methodology. Håkan Sundquist Structural Design and Bridges KTH. ETSI Methodology 1

LCC Methodology. Håkan Sundquist Structural Design and Bridges KTH. ETSI Methodology 1 LCC Methodology Håkan Sundquist Structural Design and Bridges KTH 1 There are many requirements on a bridge 2 The classic task 3 The classic bridge design task 4 LCC optimization 5 LCC/Construction cost

More information

$4, CONTRACTOR'S ESTIMATE PACKAGE REPORT DATE: 08/08/17 -73, FM0317 DISTRICT NAME: Tyler COUNTY: PROJECT: RMC

$4, CONTRACTOR'S ESTIMATE PACKAGE REPORT DATE: 08/08/17 -73, FM0317 DISTRICT NAME: Tyler COUNTY: PROJECT: RMC -73,034.10 CONTRACTOR'S ESTIMATE PACKAGE REPORT DATE: 08/08/17 56 5.00 CONTRACT ID: 629625001 PROJECT: RMC - 629625001 CONTRACT: 02164011 AWARD : $446,216.00 PROJECTED : $446,222.00 ADJ. PROJECTED : $373,187.90

More information

Applying for a Kinder Morgan Canada. Proximity Permit. Design and Construction Guidelines CANADA

Applying for a Kinder Morgan Canada. Proximity Permit. Design and Construction Guidelines CANADA Applying for a Kinder Morgan Canada Proximity Permit Design and Construction Guidelines CANADA A Guide to Applying for a Kinder Morgan Canada Proximity Permit Kinder Morgan Canada operates the Trans Mountain

More information

Reviax Constracting Corp. DeSantis Construction

Reviax Constracting Corp. DeSantis Construction Denise Piszkowski, Q.P.A., Purchasing Agent Bid Results for: 2016-B08 Reconstrucion of Preston Drive Submitted By: JTG Construction Black Rock Enterprises Top Line Construction Reviax Constracting Corp.

More information

New Jersey Department of Transportation DATE : 11/16/10 PAGE : TABULATION OF BIDS

New Jersey Department of Transportation DATE : 11/16/10 PAGE : TABULATION OF BIDS PAGE : 131-1 CONTRACT TIME : 11/30/11 COMPLETION DATE CONTRACT DESCRIPTION : URBAN PROJECT(S) : STP-5042(107) ROUTE 129 RESURFACING FROM ROUTE 1 TO LAMBERTON ROAD CONNECTOR CITY OF TRENTON, TOWNSHIP OF

More information

Opinion of Probable Cost

Opinion of Probable Cost Appendix E Opinion of Probable Cost 01054/8410233/14/Rohner_Alt_Analysis_Report Rohner Creek Flood Control, Habitat and Seismic Improvement Project Alternatives Analysis Cost Alternative 1: Improved Channel

More information

LETTER OF INTENT FOR: HERITAGE HILLS COMMUNITY

LETTER OF INTENT FOR: HERITAGE HILLS COMMUNITY LETTER OF INTENT FOR: HERITAGE HILLS COMMUNITY January 5, 205 2 Partially Completed Single Family Lots (65' x 5' typical) 46 Completed Townhome Pads (22' x 50' typical) Sale. This letter of intent outlines

More information

GENERAL PROVISIONS I. WORK REQUIREMENTS

GENERAL PROVISIONS I. WORK REQUIREMENTS GENERAL PROVISIONS I. WORK REQUIREMENTS 1. Inspection The Permittee shall request initial inspection from the County at 408-573-2429 a minimum of twenty-four (24) hours prior to any work being performed.

More information

Revised Cal. P.U.C. Sheet No E Cancelling Original Cal. P.U.C. Sheet No E. ELECTRIC RULE NO. 15 Sheet 1 DISTRIBUTION LINE EXTENSIONS

Revised Cal. P.U.C. Sheet No E Cancelling Original Cal. P.U.C. Sheet No E. ELECTRIC RULE NO. 15 Sheet 1 DISTRIBUTION LINE EXTENSIONS Revised Cal. P.U.C. Sheet No. 20093-E Cancelling Original Cal. P.U.C. Sheet No. 15575-E ELECTRIC RULE NO. 15 Sheet 1 APPLICABILITY: This rule is applicable to extension of electric Distribution Lines*

More information

Sunset Street West Sidewalk Projects Opinion of Anticipated Construction Costs March 12, 2012 Project Summary. Project List

Sunset Street West Sidewalk Projects Opinion of Anticipated Construction Costs March 12, 2012 Project Summary. Project List Project Summary Project List Anticipated Construction Cost 1 Sunset/Benton Intersection: Curb Ramp and Sight Distance Improvements $ 18,700 2 Sunset/Oakcrest Intersection: West Right-of-Way Drainage Improvements

More information

PRELIMINARY DESIGN OF AIRFIELD COMPONENTS (25%) ESTIMATE OF PROBABLE CONSTRUCTION COST

PRELIMINARY DESIGN OF AIRFIELD COMPONENTS (25%) ESTIMATE OF PROBABLE CONSTRUCTION COST PRELIMINARY DESIGN OF AIRFIELD COMPONENTS (25%) ESTIMATE OF PROBABLE CONSTRUCTION COST Table of Contents 1. Introduction...2 2. Scope of Estimate...2 3. Subpackage Breakout....2 4. Assumptions Used in

More information

August 22, Mr. David Lobue Airport Director Hammond Northshore Regional Airport 600 Judge Leon Ford Drive Hammond, LA

August 22, Mr. David Lobue Airport Director Hammond Northshore Regional Airport 600 Judge Leon Ford Drive Hammond, LA August 22, 2016 Mr. David Lobue Airport Director Hammond Northshore Regional Airport 600 Judge Leon Ford Drive Hammond, LA RE: Hammond Northshore Regional Airport Runway 18-36/13-31 Runway Intersection

More information

DISTRICT AVERAGES 1, 2016 THROUGH 1, 2018 ITEM ITEM DESCRIPTION UNIT MINIMUM MAXIMUM AVERAGE DISTRICT

DISTRICT AVERAGES 1, 2016 THROUGH 1, 2018 ITEM ITEM DESCRIPTION UNIT MINIMUM MAXIMUM AVERAGE DISTRICT 100 MOBILIZATION LS $ 15,000.00 $ 143,384.14 $ 69,597.83 BRSTL 101 CONSTRUCTION SURVEYING CONSTR. LS $ 2,000.00 $ 59,277.82 $ 12,621.73 BRSTL 102 CONSTRUCTION SURVEYING MIN.-PLAN LS $ 15,000.00 $ 15,000.00

More information

33 Ditch Bottom Inlet (DBI) -Type E $ 2, EA - 0 $ - 35 Ditch Bottom Inlet (DBI) -Type H (Modified) $ 5, EA $ 5,600.

33 Ditch Bottom Inlet (DBI) -Type E $ 2, EA - 0 $ - 35 Ditch Bottom Inlet (DBI) -Type H (Modified) $ 5, EA $ 5,600. CITY OF PLANT CITY WHEELER STREET RE-ALIGNMENT Opinion of Probable Construction Costs (Final Plans) Rev 7/22/2010 Rev 8/2/2010 Rev 8/27/20012 Bid Cost per Estimated Extended Item Item Unit Units Wheeler

More information

INVITATION TO BID. CONTRACT PERIOD: The contract shall cover the County s needs for the period of July 21, 2015 through July 20, 2015.

INVITATION TO BID. CONTRACT PERIOD: The contract shall cover the County s needs for the period of July 21, 2015 through July 20, 2015. INVITATION TO BID The Etowah County Commission will, on June 22, 2015 in the Commission Chambers, 1st floor, 800 Forrest Avenue, Gadsden, AL, receive competitive bids on SUPERPAVE BITUMINOUS CONCRETE ASPHALT

More information

ARKANSAS SMALL BUSINESS PROVISION CERTIFICATION APPLICATION

ARKANSAS SMALL BUSINESS PROVISION CERTIFICATION APPLICATION SMALL BUSINESS PROVISION TITLE 49 CODE OF FEDERAL REGULATIONS PART 26 ARKANSAS SMALL BUSINESS PROVISION CERTIFICATION APPLICATION 10324 Interstate 30, P. O. Box 2261 Little Rock, Arkansas 72203-2261 Natasha

More information

N E W J E R S E Y T U R N P I K E A U T H O R I T Y PROCEDURE FOR PREQUALIFICATION AND AWARD OF CONSTRUCTION CONTRACTS

N E W J E R S E Y T U R N P I K E A U T H O R I T Y PROCEDURE FOR PREQUALIFICATION AND AWARD OF CONSTRUCTION CONTRACTS N E W J E R S E Y T U R N P I K E A U T H O R I T Y PROCEDURE FOR PREQUALIFICATION AND AWARD OF CONSTRUCTION CONTRACTS (a) All prospective bidders for construction in excess of $50,000.00 shall be prequalified

More information

Public Works Maintenance STORMWATER AND

Public Works Maintenance STORMWATER AND Public Works Maintenance STORMWATER AND TRANSPORTATION Mission Statement T H E P U B L I C W O R K S M A I N T E N A N C E D I V I S I O N I S T H E M A I N C U S T O D I A N A N D P R I N C I P A L C

More information

EST. UNIT UNIT PRICE TOTALS UNIT PRICE TOTALS UNIT PRICE TOTALS UNIT PRICE TOTALS

EST. UNIT UNIT PRICE TOTALS UNIT PRICE TOTALS UNIT PRICE TOTALS UNIT PRICE TOTALS BID TAB PROJECT: City of Steamboat Springs / Emerald Park Access & Railroad Crossing Phase I (2017) JOB NO: 1340-067 DATE: 6/15/2017 Oldcastle SW Group, Inc. dba Engineer's Estimate United Companies Native

More information

CARROLL COUNTY ELECTRICAL DEPARTMENT SERVICE POLICIES. EFFECTIVE MARCH 1, 1995 Revised (09/01/2015)

CARROLL COUNTY ELECTRICAL DEPARTMENT SERVICE POLICIES. EFFECTIVE MARCH 1, 1995 Revised (09/01/2015) CARROLL COUNTY ELECTRICAL DEPARTMENT SERVICE POLICIES EFFECTIVE MARCH 1, 1995 Revised (09/01/2015) CARROLL COUNTY ELECTRICAL DEPARTMENT 103 WEST PARIS ST. P. O. BOX 527 HUNTINGDON, TENNESSEE 38344 Telephone

More information

CITY ENGINEER'S ESTIMATE ITEM DESCRIPTION UNIT QTY. UNIT PRICE ITEM TOTAL UNIT PRICE ITEM TOTAL UNIT PRICE ITEM TOTAL REMOVALS

CITY ENGINEER'S ESTIMATE ITEM DESCRIPTION UNIT QTY. UNIT PRICE ITEM TOTAL UNIT PRICE ITEM TOTAL UNIT PRICE ITEM TOTAL REMOVALS 1 2 3 4 5 6 MOBILIZATION per the General Requirements, Sections 01292 and 01721 ALLOWANCE for Differing Site Condition per the General Requirements, Sections 01212 and 01253 ALLOWANCE for Participating

More information

FOR OFFICE USE ONLY CONTRACTOR/DEVELOPER APPLICATION AND PERMIT TO CONSTRUCT, OPERATE, USE AND/OR MAINTAIN WITHIN THE RIGHT-OF-WAY/EASEMENT

FOR OFFICE USE ONLY CONTRACTOR/DEVELOPER APPLICATION AND PERMIT TO CONSTRUCT, OPERATE, USE AND/OR MAINTAIN WITHIN THE RIGHT-OF-WAY/EASEMENT 40555 Utica Road P.O. Box 8009 Sterling Heights, MI 48311-8009 TEL 586-446-2720 FAX 586-276-4061 CONTRACTOR/DEVELOPER APPLICATION AND PERMIT TO CONSTRUCT, OPERATE, USE AND/OR MAINTAIN WITHIN THE RIGHT-OF-WAY/EASEMENT

More information

Listing of Events Fort McMurray Roman Catholic Seperate School District Fr. M. Beauregard School

Listing of Events Fort McMurray Roman Catholic Seperate School District Fr. M. Beauregard School Fort McMurray Roman Catholic Seperate School District Fr. M. Beauregard School Building Events 2004 2005 2006 2007 2008 Total Code Repair Add ventilation to storage room $ 1,000.00 $ - $ - $ - $ - $ 1,000.00

More information

CITY OF CHAMBLEE PIERCE DRIVE STORM SYSTEM EXTENSION PROJECT

CITY OF CHAMBLEE PIERCE DRIVE STORM SYSTEM EXTENSION PROJECT CPL 14064.08 BID FORM SECTION 00 300-1 BID FORM BID NUMBER: CH2019-001Dev SUBMITTAL DATE: BY: (Bidder) PROJECT DESCRIPTION: The project consists of the construction of a sidewalk and associated grading,

More information

DORAN STREET AND BROADWAY/BRAZIL SAFETY AND ACCESS PROJECT PROJECT STUDY REPORT (EQUIVALENT) Appendix I Cost Estimates

DORAN STREET AND BROADWAY/BRAZIL SAFETY AND ACCESS PROJECT PROJECT STUDY REPORT (EQUIVALENT) Appendix I Cost Estimates DORAN STREET AND BROADWAY/BRAZIL SAFETY AND ACCESS PROJECT PROJECT STUDY REPORT (EQUIVALENT) Appendix I Cost Estimates (Alternative 1 - Doran Overpass) PROJECT DESCRIPTION Limits Doran Street from Commercial

More information

LIST OF APPROVED COMPONENTS AND SYSTEMS Issue Date: April 9, 2018

LIST OF APPROVED COMPONENTS AND SYSTEMS Issue Date: April 9, 2018 LIST O PPROVE COMPONENTS N SYSTEMS Issue ate: pril 9, 2018 Title 10 Texas dministrative Code Chapter 80 (10 TC 80), Section 80.26(j) states, ll department letters issued prior to the effective date of

More information

SPECIAL SPECIFICATION. Atmos Energy - Natural Gas Distribution System

SPECIAL SPECIFICATION. Atmos Energy - Natural Gas Distribution System 2004 Specifications CSJ 2374-02-110, etc. SPECIAL SPECIFICATION 5191 Atmos Energy - Natural Gas Distribution System 1. Description. This Item will govern the installation of approximately two thousand

More information

Right-of-Way Construction Permit Application

Right-of-Way Construction Permit Application Address Permit # Date Approved: Right-of-Way Construction Permit Application APPLICANT INFORMATION Company s Legal Name (Owner of Facilities) Address City State Zip (Area Code) Telephone # 24-Hour Emergency

More information