04/19/2010 NEW YORK STATE DEPARTMENT OF TRANSPORTATION PAGE 1 DIVISION OF CONSTRUCTION CONSTRUCTION CONTRACT ESTIMATE (CONR20)

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1 04/19/2010 NEW YORK STATE DEPARTMENT OF TRANSPORTATION PAGE 1 DOT CONTRACT NUMBER: D NYS PROJECT NUMBER: FISCAL SHARE: 01 ENGINEERING SHARE: 001 ENGINEERING SHARE TITLE: BRIDGE SHARE REMOVAL OF SUBSTRUCTURES CY 7, , SELECT STRUCTURE FILL CY 1, , STRUCTURE EXCAVATION CY 1, , PREFABRICATED COMPOSITE STRUCTURAL SY , DRAIN FULL DIAMOND GRINDING OF PCC PAVEMENT SY 1, , DIAMOND GRINDING SMOOTHNESS QUALITY QU ADJUSTMENT FURNISHING EQUIPMENT FOR INSTALLING LS ,300, ,300, DRILLED SHAFTS (ON WATER) CROSSHOLE SONIC LOGGING (CSL) OF EACH , , DRILLED SHAFTS MICROPILES (DESIGN PROVIDED) INCH LF 1, , DIAMETER PIPE DRILLED SHAFTS, 6.0 FEET LF 2, , ,146, COFFERDAMS (TYPE 1) EACH , , COFFERDAMS (TYPE 1) EACH , , COFFERDAMS (TYPE 1) EACH , , WATERTIGHT ENCLOSURE WITH TREMIE SEAL EACH , , PRECAST SLAB AND REMOVABLE COFFERDAM WALL SEGEMENTS WATERTIGHT ENCLOSURE WITH TREMIE SEAL EACH , , PRECAST SLAB AND REMOVABLE COFFERDAM WALL SEGEMENTS WATERTIGHT ENCLOSURE WITH TREMIE SEAL EACH , , PRECAST SLAB AND REMOVABLE COFFERDAM WALL SEGEMENTS FOOTING CONCRETE, CLASS HP CY 2, ,935, CONCRETE FOR STRUCTURES, CLASS HP CY 2, , ,400, ARCHITECTURAL TREATMENT - VERTICAL SF 1, , CONCRETE SURFACES STEEL TIES (PERMANENT) LF 2, , UNCOATED BAR REINFORCEMENT FOR CONCRETE LB 1,328, ,261, STRUCTURES EPOXY-COATED BAR REINFORCEMENT FOR LB 41, , STRUCTURES GALVANIZED BAR REINFORCEMENT FOR LB 71, , STRUCTURES STUD SHEAR CONNECTORS FOR BRIDGES EACH 53, , PRECAST, POST TENSIONED CONCRETE DECK SF 13, ,305, SYSTEM PRECAST, POST TENSIONED CONCRETE SF 4, , SIDEWALK

2 04/19/2010 NEW YORK STATE DEPARTMENT OF TRANSPORTATION PAGE 2 DOT CONTRACT NUMBER: D NYS PROJECT NUMBER: FISCAL SHARE: 01 ENGINEERING SHARE: 001 ENGINEERING SHARE TITLE: BRIDGE SHARE SUPERSTRUCTURE SLAB WITH INTEGRAL SY 9, ,486, WEARING SURFACE - BOTTOM F ORMWORK REQUIRED - TYPE 3 FRICTION ARCH SPAN CLOSURE PLACEMENT CONCRETE CY , , TYPE 3 FRICTION STRUCTURAL APPROACH SLAB WITH INTEGRAL SY , WEARING SURFACE - TYP E 3 FRICTION SIDEWALKS AND SAFETY WALKS SY 3, , LONGITUDINAL SAWCUT GROOVING OF SY 8, , STRUCTURAL SLAB SURFACE PROTECTIVE SEALING OF STRUCTURAL SF 143, , CONCRETE ON NEW BRIDGE DECKS AND BRIDGE DECK OVERLAYS STONE MASONRY SF 6, , BRIDGE HANGER FABRICATION AND LS ,000, ,000, INSTALLATION STRUCTURAL STEEL, TYPE 1 LS ,000, ,000, STRUCTURAL STEEL, TYPE 2 LS ,210, ,210, HIGH PERFORMANCE STEEL, HPS GRADE 70W LS , , HIGH PERFORMANCE STEEL, HPS GRADE 70W LS , , TYPE M.R. EXPANSION BEARING (451 TO 675 EACH , , KIPS) TYPE M.R. EXPANSION BEARING (OVER 900 EACH , , KIPS) TYPE M.R. FIXED BEARING (OVER 900 KIPS) EACH , , ELASTIC SUPPORT EACH , , MODULAR EXPANSION JOINT SYSTEM - TWO LF , , CELL MODULAR EXPANSION JOINT SYSTEM - THREE LF , , CELL MODULAR EXPANSION JOINT SYSTEM - FOUR LF , , CELL STEEL BRIDGE RAILING (TWO RAIL) LF 4, , TRANSITION BRIDGE RAILING LF , ORNAMENTAL PEDESTRIAN RAILING LF 4, , METALIZING LS ,500, ,500, STRUCTURAL STEEL PAINT SYSTEM: SHOP SF 16, , APPLIED SCUPPERS (TYPE B) EACH , , CONCRETE SIDEWALKS AND DRIVEWAYS CY , STONE CURB - BRIDGE (TYPE F1) LF 4, ,660.00

3 04/19/2010 NEW YORK STATE DEPARTMENT OF TRANSPORTATION PAGE 3 DOT CONTRACT NUMBER: D NYS PROJECT NUMBER: FISCAL SHARE: 01 ENGINEERING SHARE: 001 ENGINEERING SHARE TITLE: BRIDGE SHARE BASIC WORK ZONE TRAFFIC CONTROL LS , , SURVEY OPERATIONS LS , , SURVEY GRADE GPS UNIT CW , SURVEY GRADE GPS UNIT CW , BUILDING CONDITION SURVEY LS , , VIBRATION MONITORING (NONBLASTING) LS , , LABORATORY BUILDING EACH , , CONCRETE CYLINDER CURING BOX EACH , , ENGINEER'S FIELD OFFICE - TYPE 4 MNTH , , MOBILE TELEPHONE DC 24, , TWO-WAY RADIO SYSTEM MNTH , , DIGITAL CAMCORDER DC 1, , INSPECTION BOAT - TYPE A MNTH , , OFFICE TECHNOLOGY AND SUPPLIES DC 1, , PARTNERING WORKSHOP DC 5, , WEBCAM SYSTEM MNTH , CPM (CRITICAL PATH METHOD) PROGRESS LS , , SCHEDULE - TYPE VERTICAL CLEARANCE GAUGE LS , , NAVIGATION LIGHTS LS , , GALVANIZED STEEL CONDUIT, 3/4" LF 1, , GALVANIZED STEEL CONDUIT, 1" LF 2, , GALVANIZED STEEL CONDUIT, 2" LF 18, , GALVANIZED STEEL PLASTIC COATED CONDUIT, LF 1, , " PULLBOXES 7.6 CUBIC FEET TO 10 CUBIC EACH , , FEET, INSIDE VOLUME (LIGHTING) CAST IRON JUNCTION BOXES EACH , SINGLE CONDUCTOR CABLE, NUMBER 4 GAGE LF 12, , SINGLE CONDUCTOR CABLE, NUMBER 6 GAGE LF 33, , SINGLE CONDUCTOR CABLE, NUMBER 12 GAGE LF 11, , SINGLE CONDUCTOR CABLE, NUMBER 4/0 GAGE LF 8, , GROUND WIRE NO. 6 AWG LF 5, , ELECTRICAL SERVICE TO THE BRIDGE LS , , HANDRAIL LED LIGHT STRIP SYSTEM LS , , LED LIGHT ROPE LS , , W LED COMPACT FLOODLIGHT EACH , TRAINING REQUIREMENTS DC 1, , FIELD CHANGE PAYMENT DC 2,140, ,140, FUEL PRICE ADJUSTMENT DC STEEL/IRON PRICE ADJUSTMENT DC

4 04/19/2010 NEW YORK STATE DEPARTMENT OF TRANSPORTATION PAGE 4 DOT CONTRACT NUMBER: D NYS PROJECT NUMBER: FISCAL SHARE: 01 ENGINEERING SHARE: 001 ENGINEERING SHARE TITLE: BRIDGE SHARE INCENTIVE PAYMENTS/DISINCENTIVE LS ,500, ,500, ASSESSMENTS FOR WORK SUBJECT TO THE SPECIAL NOTE 'INCENTIVE/ DISINCENTIVE CLAUSE' MOBILIZATION LS ,677, ,484, ENGINEERING SHARE BID TOTAL 66,553, PARTICIPANT FUND TYPE % BID AMOUNT TO BE DETERMINE TO BE DETERMINE ,553, ENGINEERING SHARE GRAND TOTAL 66,553,417.76

5 04/19/2010 NEW YORK STATE DEPARTMENT OF TRANSPORTATION PAGE 5 DOT CONTRACT NUMBER: D NYS PROJECT NUMBER: FISCAL SHARE: 01 ENGINEERING SHARE: 002 ENGINEERING SHARE TITLE: NEW YORK APPROACH CLEARING AND GRUBBING LS , , DISMANTLING AND STORING EXISTING LS , , SUPERSTRUCTURES UNCLASSIFIED EXCAVATION AND DISPOSAL CY 3, , EMBANKMENT IN PLACE CY 1, , LIGHTWEIGHT CONCRETE FILL (TYPE B) CY , EXPANDED POLYSTYRENE FILL CF 12, , SELECT GRANULAR FILL CY , SELECT STRUCTURE FILL CY SHOULDER BACKUP MATERIAL TON CONTROLLED LOW STRENGTH MATERIAL (CLSM) CY , TRENCH AND CULVERT EXCAVATION CY , TEST PIT EXCAVATION EACH , GEOTEXTILE BEDDING SY GEOTEXTILE SEPARATION SY 2, , STRAW/WOOD FIBER MULCH - TEMPORARY SY 1, SILT FENCE-TEMPORARY LF 1, , TURBIDITY CURTAIN LF 2, , DRAINAGE STRUCTURE INLET PROTECTION, LF SILT FENCE - TEMPORARY CONSTRUCTION ENTRANCE SY , PIPE INLET/OUTLET PROTECTION, SILT LF FENCE - TEMPORARY SUBBASE COURSE, TYPE 2 CY , TRUE & LEVELING F9, SUPERPAVE HMA, 80 TON , SERIES COMPACTION PLANT PRODUCTION QUALITY ADJUSTMENT TO QU F3 TOP COURSE HMA, 80 SERIES TON , COMPACTION PLANT PRODUCTION QUALITY ADJUSTMENT TO QU F9 BINDER COURSE HMA, 80 SERIES TON , COMPACTION PLANT PRODUCTION QUALITY ADJUSTMENT TO QU F9 BASE COURSE HMA, 80 SERIES TON , COMPACTION PLANT PRODUCTION QUALITY ADJUSTMENT 402. QU , TACK COAT GAL ,800.00

6 04/19/2010 NEW YORK STATE DEPARTMENT OF TRANSPORTATION PAGE 6 DOT CONTRACT NUMBER: D NYS PROJECT NUMBER: FISCAL SHARE: 01 ENGINEERING SHARE: 002 ENGINEERING SHARE TITLE: NEW YORK APPROACH MISCELLANEOUS COLD MILLING OF SY , BITUMINOUS CONCRETE SAW CUTTING, ASPHALT PAVEMENT, ASPHALT LF SURFACE COURSE, CONCRETE PAVEMENT OR ASPHALT OVERLAY ON CONCRETE PAVEMENT EXCAVATION PROTECTION SYSTEM SF ORNAMENTAL PEDESTRIAN RAILING LF , GALVANIZED STEEL END SECTIONS-PIPE EACH , (2-2/3" X 1/2" CORRUGATIONS) 36 INCH DIAMETER, 14 GAUGE REINFORCED CONCRETE PIPE CLASS III, 12 LF , INCH DIAMETER REINFORCED CONCRETE PIPE CLASS III, 18 LF , INCH DIAMETER REINFORCED CONCRETE PIPE CLASS III, 24 LF , INCH DIAMETER REINFORCED CONCRETE PIPE END SECTIONS EACH , , INCH DIAMETER SMOOTH INTERIOR CORRUGATED POLYETHYLENE LF , CULVERT AND STORM DRAIN 30 INCH DIAMETER RECTANGULAR DRAINAGE STRUCTURE TYPE Q LF , FOR CAST IRON F2 FRAME RECTANGULAR DRAINAGE STRUCTURE TYPE R LF , FOR CAST IRON F3 FRAME ROUND PRECAST CONCRETE MANHOLE TYPE 60 LF , ROUND PRECAST CONCRETE MANHOLE TYPE 72 LF , UNDERDRAIN FILTER TYPE 2 CY , OPTIONAL UNDERDRAIN PIPE, 4 INCH LF , DIAMETER BOX BEAM GUIDE RAILING LF , BOX BEAM END ASSEMBLY, TYPE III EACH , , REMOVING AND DISPOSING BOX BEAM GUIDE LF , RAILING REMOVING AND DISPOSING BOX BEAM GUIDE EACH RAILING END ASSEMBLY REMOVE AND STORE EXISTING FENCE LF , CONCRETE SIDEWALKS AND DRIVEWAYS CY , ASPHALT CONCRETE SIDEWALKS, DRIVEWAYS TON , AND BICYCLE PATHS PLANT PRODUCTION QUALITY ADJUSTMENT TO QU M

7 04/19/2010 NEW YORK STATE DEPARTMENT OF TRANSPORTATION PAGE 7 DOT CONTRACT NUMBER: D NYS PROJECT NUMBER: FISCAL SHARE: 01 ENGINEERING SHARE: 002 ENGINEERING SHARE TITLE: NEW YORK APPROACH EMBEDDED DETECTABLE WARNING UNITS SY , STONE CURB, GRANITE, (TYPE A) LF , ESTABLISHING TURF ACRE , , PLACING TOPSOIL-TYPE A CY , TREE/VEGETATION PROTECTION BARRIER LF , BASIC WORK ZONE TRAFFIC CONTROL LS , , TYPE III CONSTRUCTION BARRICADE EACH , TEMPORARY PAVEMENT MARKINGS STRIPES LF 1, (TRAFFIC PAINT) INTERIM PAVEMENT MARKINGS, STRIPES LF 1, (TRAFFIC PAINT) PORTABLE, VARIABLE MESSAGE SIGN (PVMS) EACH , , (LED) (CELLULAR COMMUNICATIONS) STONE FILLING (LIGHT) CY , CRUSHED STONE (IN-PLACE MEASURE) CY , SURVEY OPERATIONS LS , , PRECAST MODULAR WALL, NO COLOR, SF 1, , ARCHITECTURAL PATTERN (FORM LINER OR STAMPED) GROUND-MOUNTED SIGN PANELS WITHOUT SF Z-BARS GROUND-MOUNTED SIGN PANELS LESS THAN OR SF EQUAL TO 30 SF, WITH Z-BARS GROUND-MOUNTED SIGN PANELS GREATER THAN SF , SF `WITH Z-BARS GROUND-MOUNTED SIGN PANELS LESS THAN OR SF EQUAL TO 30 SF, WITH Z-BARS, HIGH-VISIBILITY SHEETING TYPE A SIGN POSTS EACH , TYPE B SIGN POST, GALVANIZED, W6X9 EACH , , SECTION, BI-DIRECTIONAL BREAKAWAY BASE DELINEATOR, SINGLE UNIT, ONE WAY ON EACH POST REFERENCE MARKER, 4 FOOT MOUNTING EACH HEIGHT SNOWPLOWING MARKER, SINGLE UNIT EACH SNOWPLOWING MARKER, DOUBLE UNIT EACH REMOVAL OF SIGNS - SIZE A (0-10 SQUARE EACH FEET) REMOVAL OF SIGNS - SIZE B (11 TO 20 EACH SQUARE FEET) REMOVAL OF SIGNS-SIZE C (21 TO 40 EACH SQUARE FEET)

8 04/19/2010 NEW YORK STATE DEPARTMENT OF TRANSPORTATION PAGE 8 DOT CONTRACT NUMBER: D NYS PROJECT NUMBER: FISCAL SHARE: 01 ENGINEERING SHARE: 002 ENGINEERING SHARE TITLE: NEW YORK APPROACH REMOVAL OF SIGNS - SIZE D (41 TO 100 EACH SQUARE FEET) RELOCATING SIGNS SIZE A (0 TO 10 SQUARE EACH FEET) CAST FRAME F2, UNMOUNTABLE CURB BOX CU2 EACH , , & RETICULINE GRATE G CAST FRAME F3, UNMOUNTABLE CURB BOX CU3 EACH , , & RETICULINE GRATE G MANHOLE FRAME AND COVER EACH , REMOVE AND STORE LAMPPOST ASSEMBLY EACH , REMOVE LAMPPOST FOUNDATION EACH , WHITE EPOXY REFLECTORIZED PAVEMENT LF 2, , STRIPES - 15 MILS YELLOW EPOXY REFLECTORIZED PAVEMENT LF 2, , STRIPES-15 MILS WHITE EPOXY REFLECTORIZED PAVEMENT LF 1, , STRIPES - 20 MILS YELLOW EPOXY REFLECTORIZED PAVEMENT LF 1, , STRIPES - 20 MILS WHITE PREFORMED REFLECTORIZED PAVEMENT LF STRIPES FIELD CHANGE PAYMENT DC 46, , ASPHALT PRICE ADJUSTMENT DC FUEL PRICE ADJUSTMENT DC MOBILIZATION LS ,677, , CONCRETE RIGHT-OF-WAY MARKER TYPE L EACH , (LOW) ENGINEERING SHARE BID TOTAL 1,149, PARTICIPANT FUND TYPE % BID AMOUNT TO BE DETERMINE TO BE DETERMINE 100 1,149, ENGINEERING SHARE GRAND TOTAL 1,149,275.79

9 04/19/2010 NEW YORK STATE DEPARTMENT OF TRANSPORTATION PAGE 9 DOT CONTRACT NUMBER: D NYS PROJECT NUMBER: FISCAL SHARE: 01 ENGINEERING SHARE: 003 ENGINEERING SHARE TITLE: VERMONT APPROACH CLEARING AND GRUBBING LS , , DISMANTLING AND STORING EXISTING LS , , SUPERSTRUCTURES UNCLASSIFIED EXCAVATION AND DISPOSAL CY 4, , EMBANKMENT IN PLACE CY 1, , SELECT BORROW CY , SELECT GRANULAR FILL CY , SELECT STRUCTURE FILL CY , SHOULDER BACKUP MATERIAL TON , CONTROLLED LOW STRENGTH MATERIAL (CLSM) CY STRUCTURE EXCAVATION CY 1, , TRENCH AND CULVERT EXCAVATION CY , TEST PIT EXCAVATION EACH , GEOTEXTILE BEDDING SY GEOTEXTILE DRAINAGE SY , VT EROSION PREVENTION & SEDIMENT CONTROL LS , , PLAN (VERMONT) VT MONITORING EROSION PREVENTION & HOUR 1, , SEDIMENT CONTROL PLAN (VERMONT) VT MAINTENANCE OF EROSION PREVENTION & LS , , SEDIMENT CONTROL (VERMONT) STRAW/WOOD FIBER MULCH - TEMPORARY SY 1, CHECK DAM (DITCH BOTTOM WIDTH > 3' TO EACH , '), STONE-TEMPORA Y SILT FENCE-TEMPORARY LF 1, , TURBIDITY CURTAIN LF 2, , DRAINAGE STRUCTURE INLET PROTECTION, LF SILT FENCE - TEMPORARY ROLLED EROSION CONTROL PRODUCT, CLASS SY 1, , II TYPE A, INTERMEDIAT E ROLLED EROSION CONTROL PRODUCT, CLASS SY , III TYPE C, PERMANENT CONSTRUCTION ENTRANCE SY , SOIL NAIL WALL SYSTEM (PERMANENT) SF 5, , SUBBASE COURSE, TYPE 2 CY 1, , F3 TOP COURSE HMA, 80 SERIES TON , COMPACTION PLANT PRODUCTION QUALITY ADJUSTMENT TO QU F9 BINDER COURSE HMA, 80 SERIES TON , COMPACTION

10 04/19/2010 NEW YORK STATE DEPARTMENT OF TRANSPORTATION PAGE 10 DOT CONTRACT NUMBER: D NYS PROJECT NUMBER: FISCAL SHARE: 01 ENGINEERING SHARE: 003 ENGINEERING SHARE TITLE: VERMONT APPROACH PLANT PRODUCTION QUALITY ADJUSTMENT TO QU F9 BASE COURSE HMA, 80 SERIES TON , COMPACTION PLANT PRODUCTION QUALITY ADJUSTMENT 402. QU , TACK COAT GAL , SAW CUTTING, ASPHALT PAVEMENT, ASPHALT LF SURFACE COURSE, CONCRETE PAVEMENT OR ASPHALT OVERLAY ON CONCRETE PAVEMENT EXCAVATION PROTECTION SYSTEM SF COMPOSITE REINFORCED EROSION CONTROL SF 5, , MATERIAL COVER FOR LAUNCHED SOIL NAIL SLOPE ORNAMENTAL PEDESTRIAN RAILING LF , REINFORCED CONCRETE PIPE CLASS III, 18 LF , INCH DIAMETER REINFORCED CONCRETE PIPE END SECTIONS EACH , , INCH DIAMETER RECTANGULAR DRAINAGE STRUCTURE TYPE Q LF , FOR CAST IRON F2 FRAME RECTANGULAR DRAINAGE STRUCTURE TYPE R LF , FOR CAST IRON F3 FRAME ROUND PRECAST CONCRETE MANHOLE TYPE 48 LF , UNDERDRAIN FILTER TYPE 1 CY , UNDERDRAIN FILTER TYPE 2 CY , OPTIONAL UNDERDRAIN PIPE, 6 INCH LF , DIAMETER BOX BEAM GUIDE RAILING LF , BOX BEAM GUIDE RAILING (SHOP CURVED) LF , BOX BEAM GUIDE RAIL END ASSEMBLY, TYPE EACH I BOX BEAM END ASSEMBLY, TYPE III EACH , , REMOVING AND DISPOSING BOX BEAM GUIDE LF , RAILING REMOVING AND DISPOSING BOX BEAM GUIDE EACH RAILING END ASSEMBLY VINYL COATED STEEL CHAIN-LINK FENCE ON LF , PLASTIC COATED FRAME WITH TOP TENSION WIRE 1830 MILLIMETER HIGH WOODEN PEDESTRIAN RAILING LF , CONCRETE SIDEWALKS AND DRIVEWAYS CY ,900.00

11 04/19/2010 NEW YORK STATE DEPARTMENT OF TRANSPORTATION PAGE 11 DOT CONTRACT NUMBER: D NYS PROJECT NUMBER: FISCAL SHARE: 01 ENGINEERING SHARE: 003 ENGINEERING SHARE TITLE: VERMONT APPROACH ASPHALT CONCRETE SIDEWALKS, DRIVEWAYS TON AND BICYCLE PATHS PLANT PRODUCTION QUALITY ADJUSTMENT TO QU M EMBEDDED DETECTABLE WARNING UNITS SY STONE CURB, GRANITE, (TYPE A) LF , ESTABLISHING TURF ACRE , , PLACING TOPSOIL-TYPE A CY , TREE REMOVAL OVER 18" TO 24" DIAM. EACH , BREAST HIGH STUMP GRUBBED TREE/VEGETATION PROTECTION BARRIER LF 2, , VT BARRIER FENCE (VERMONT) LF , BASIC WORK ZONE TRAFFIC CONTROL LS , , TYPE III CONSTRUCTION BARRICADE EACH , TEMPORARY PAVEMENT MARKINGS STRIPES LF 1, (TRAFFIC PAINT) INTERIM PAVEMENT MARKINGS, STRIPES LF 1, (TRAFFIC PAINT) PORTABLE, VARIABLE MESSAGE SIGN (PVMS) EACH , , (LED) (CELLULAR COMMUNICATIONS) MAILBOXES EACH STONE FILLING (MEDIUM) CY , CRUSHED STONE (IN-PLACE MEASURE) CY , SURVEY OPERATIONS LS , , PRECAST MODULAR WALL, NO COLOR, SF 3, , ARCHITECTURAL PATTERN (FORM LINER OR STAMPED) GROUND-MOUNTED SIGN PANELS WITHOUT SF Z-BARS GROUND-MOUNTED SIGN PANELS LESS THAN OR SF EQUAL TO 30 SF, WITH Z-BARS GROUND-MOUNTED SIGN PANELS WITHOUT SF Z-BARS HIGH- VISIBILITY SHEETING GROUND-MOUNTED SIGN PANELS LESS THAN OR SF EQUAL TO 30 SF, WITH Z-BARS, HIGH-VISIBILITY SHEETING TYPE A SIGN POSTS EACH , DELINEATOR, SINGLE UNIT, ONE WAY ON EACH POST DELINEATOR, SINGLE UNIT, BACK TO BACK EACH ON POST REFERENCE MARKER, 4 FOOT MOUNTING EACH HEIGHT

12 04/19/2010 NEW YORK STATE DEPARTMENT OF TRANSPORTATION PAGE 12 DOT CONTRACT NUMBER: D NYS PROJECT NUMBER: FISCAL SHARE: 01 ENGINEERING SHARE: 003 ENGINEERING SHARE TITLE: VERMONT APPROACH SNOWPLOWING MARKER, SINGLE UNIT EACH SNOWPLOWING MARKER, DOUBLE UNIT EACH REMOVAL OF SIGNS - SIZE A (0-10 SQUARE EACH FEET) REMOVAL OF SIGNS - SIZE B (11 TO 20 EACH SQUARE FEET) REMOVAL OF SIGNS-SIZE C (21 TO 40 EACH SQUARE FEET) CAST FRAME F2, UNMOUNTABLE CURB BOX CU2 EACH , , & RETICULINE GRATE G CAST FRAME F3, UNMOUNTABLE CURB BOX CU3 EACH , , & RETICULINE GRATE G MANHOLE FRAME AND COVER EACH REMOVE AND STORE LAMPPOST ASSEMBLY EACH , REMOVE LAMPPOST FOUNDATION EACH , WHITE EPOXY REFLECTORIZED PAVEMENT LF 2, , STRIPES - 15 MILS YELLOW EPOXY REFLECTORIZED PAVEMENT LF 2, , STRIPES-15 MILS WHITE EPOXY REFLECTORIZED PAVEMENT LF 1, , STRIPES - 20 MILS YELLOW EPOXY REFLECTORIZED PAVEMENT LF 1, , STRIPES - 20 MILS WHITE PREFORMED REFLECTORIZED PAVEMENT LF STRIPES FIELD CHANGE PAYMENT DC 64, , ASPHALT PRICE ADJUSTMENT DC FUEL PRICE ADJUSTMENT DC MOBILIZATION LS ,677, , LIGHTWEIGHT EMBANKMENT IN PLACE (55 CY , PCF) LOOSE DENSITY ENGINEERING SHARE BID TOTAL 1,911, PARTICIPANT FUND TYPE % BID AMOUNT TO BE DETERMINE TO BE DETERMINE 100 1,911, ENGINEERING SHARE GRAND TOTAL 1,911,274.25

13 04/19/2010 NEW YORK STATE DEPARTMENT OF TRANSPORTATION PAGE 13 DOT CONTRACT NUMBER: D NYS PROJECT NUMBER: FISCAL SHARE: 01 ENGINEERING SHARE: 003 ENGINEERING SHARE TITLE: BRIDGE SHARE FISCAL SHARE BID TOTAL 69,613, PARTICIPANT FUND TYPE % BID AMOUNT TO BE DETERMINE TO BE DETERMINE ,613, FISCAL SHARE GRAND TOTAL 69,613, CONTRACT GRAND TOTAL 69,613,967.80