OOCEA PROJECT NO ; CONTRACT NO S.R. 417/BOGGY CREEK ROAD INTERCHANGE

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1 BID TABULATION - BID OPENING JULY 9, 2012, 1:30 PM. OPTION 1 - BID PLANS GLF Construction Corp. The Middlesex Corp. Hubbard Construction MOBILIZATION 1 LS $5,600, $5,600, $7,035, $7,035, $8,500, $8,500, MAINTENANCE OF TRAFFIC 1 LS $1,500, $1,500, $1,700, $1,700, $3,160, $3,160, E1 MOT FOR ROADWAY REPAIR CONTINGENCY 250 HR $ $36, $ $47, $ $50, CHANGEABLE VARIABLE MESSAGE SIGN-TEMP 1,460 ED $14.00 $20, $11.00 $16, $10.71 $15, MOWING 1 LS $110, $110, $33, $33, $161, $161, EROSION CONTROL 1 LS $160, $160, $170, $170, $61, $61, FIELD OFFICE FOR CEI 720 ED $58.00 $41, $70.00 $50, $ $84, CLEARING & GRUBBING 1 LS $650, $650, $1,200, $1,200, $2,000, $2,000, REMOVAL OF EXISTING STRUCTURES 1 LS $75, $75, $45, $45, $250, $250, PAVEMENT REMOVAL OF EXISTING CONCRETE 1,015 SY $7.50 $7, $8.00 $8, $6.75 $6, EXCAVATION REGULAR 48,271 CY $4.00 $193, $5.75 $277, $1.31 $63, EMBANKMENT 1,130,349 CY $11.30 $12,772, $8.40 $9,494, $8.35 $9,438, STABILIZATION TYPE B 121,540 SY $2.75 $334, $2.75 $334, $1.65 $200, LIMEROCK BASE (BASE GROUP 2) (5" LBR 100) W/PRIME 13,954 SY $9.40 $131, $8.00 $111, $6.81 $95, LIMEROCK BASE (BASE GROUP 4) (6" LBR 100) W/PRIME 19,614 SY $9.60 $188, $9.00 $176, $7.49 $146, LIMEROCK BASE (BASE GROUP 11) (12" LBR 100) W/PRIME 71,577 SY $15.60 $1,116, $13.00 $930, $11.81 $845, MILLING EXISTING PAVEMENT ( 1" AVG DEPTH) 13,169 SY $3.00 $39, $0.85 $11, $2.53 $33, MILLING EXISTING PAVEMENT ( 1 3/4 " AVG DEPTH) 70,814 SY $1.75 $123, $0.85 $60, $1.20 $84, SUPERPAVE ASPHALTIC CONC, TRAFFIC C 11,838.4 TN $85.50 $1,012, $75.50 $893, $86.22 $1,020, E3 ROADWAY REPAIR CONTINGENCY 2,300.0 TN $57.00 $131, $65.00 $149, $ $308, SUPERPAVE ASPHALTIC CONCRETE TRAFFIC C (PG 76-22) 10,387.0 TN $ $1,111, $ $1,121, $ $1,154, ASPHALTIC CONCRETE FRICTION COURSE - INC BIT/(PG76-22), FC-5 5,463.5 TN $ $786, $ $718, $ $779, MISCELLANEOUS ASPHALTIC PAVEMENT 1,161.9 TN $ $141, $ $158, $ $140, CLASS II CONCRETE (SUPERSTRUCTURE) 7,611 CY $ $3,158, $ $3,082, $ $3,588, CLASS II CONCRETE (APPROACH SLABS) 687 CY $ $161, $ $164, $ $140, CLASS IV CONCRETE (SUBSTRUCTURE) 619 CY $ $386, $ $433, $ $443, CLASS IV CONCRETE (MASS-SUBSTRUCTURE) 6,736 CY $ $2,694, $ $2,957, $ $3,916, BRIDGE DECK GROOVING (DECK THICKNESS < 8.5") 474 SY $8.00 $3, $6.50 $3, $7.78 $3, BRIDGE DECK GROOVING (DECK THICKNESS > 8.5") 24,285 SY $6.50 $157, $6.50 $157, $6.85 $166, COMPOSITE NEOPRENE PADS 1,156 CF $0.01 $11.56 $1.00 $1, $ $296, REINFORCING STEEL (SUPERSTRUCTURE) 2,037,449 LB $0.75 $1,528, $0.77 $1,568, $0.62 $1,263, REINFORCING STEEL (SUBSTRUCTURE) 1,583,273 LB $0.75 $1,187, $0.85 $1,345, $0.67 $1,060, REINFORCING STEEL (APPROACH SLABS) 141,497 LB $0.75 $106, $0.80 $113, $0.63 $89, INLETS (DT BOT) (TYPE A) (<10') 2 EA $2, $4, $2, $5, $2, $5, INLETS (DT BOT) (TYPE D) (MODIFIED) (<10') 1 EA $8, $8, $7, $7, $8, $8, INLETS (DT BOT) (PARTIAL)(J-BOT)(< 10') 1 EA $3, $3, $2, $2, $2, $2, INLETS (DT BOT) (TYPE G) (<10') 8 EA $3, $31, $4, $32, $3, $31, INLETS (GUTTER) (TYPE S) (<10') 70 EA $3, $222, $2, $168, $3, $278, INLETS (GUTTER) (TYPE S) (>10') 7 EA $4, $31, $4, $34, $4, $29, INLETS (GUTTER) (TYPE S) (>10') (J-BOTTOM)(SPECIAL) 1 EA $13, $13, $6, $6, $12, $12, INLETS (BARRIER WALL) (<10') 18 EA $4, $73, $3, $54, $4, $76, INLETS (BARRIER WALL) (>10') 1 EA $4, $4, $4, $4, $6, $6, MANHOLES (P-8)(<10') 7 EA $2, $20, $2, $20, $2, $17, MANHOLES (P-8)(>10') 2 EA $3, $7, $4, $9, $5, $11, MANHOLES (J-8)(<10') 4 EA $3, $13, $3, $15, $2, $11, MANHOLES (J-8)(>10') 6 EA $4, $25, $3, $21, $3, $21, PIPE CULVERT BCCMP (ROUND) (18" GD) 303 LF $97.00 $29, $62.00 $18, $ $38, PIPE CULVERT DIP (ROUND) (16" SS) 78 LF $ $13, $ $12, $ $13, PIPE CULVERT RCP (ROUND) (UP TO 24") 15,373 LF $46.40 $713, $42.00 $645, $60.00 $922, PIPE CULVERT RCP (ROUND) (25" TO 36") 2,651 LF $ $348, $90.00 $238, $90.00 $238, PIPE CULVERT RCP (ROUND) (37" TO 48") 1,015 LF $ $140, $ $121, $ $131, PIPE CULVERT RCP (ROUND) (49" TO 60") 89 LF $ $16, $ $21, $ $22, PIPE CULVERT RCP (ROUND) (61" OR >) 420 LF $ $99, $ $107, $ $115, PIPE CULVERT RCP (ELIP) (19" X 30") 27 LF $96.00 $2, $80.00 $2, $ $3, U-ENDWALL WITH BAFFLES (1:6 SLOPE) (18") 3 EA $1, $5, $2, $6, $2, $6, U-ENDWALL WITH BAFFLES (1:6 SLOPE) (24") 2 EA $2, $4, $3, $6, $2, $5, U-ENDWALL WITH BAFFLES (1:4 SLOPE) (18") 3 EA $1, $4, $1, $5, $1, $5, U-ENDWALL WITH BAFFLES (1:4 SLOPE) (30") 1 EA $2, $2, $2, $2, $2, $2, U-ENDWALL WITH BAFFLES (1:2 SLOPE) (18") 4 EA $1, $5, $2, $9, $1, $7, U-ENDWALL WITH GRATE (1:4 SLOPE) (18") 2 EA $3, $6, $2, $4, $2, $5, MITERED END SECTION (OPTIONAL ROUND) (18" CD) 3 EA $1, $3, $ $2, $1, $3, MITERED END SECTION (OPTIONAL ROUND) (24" CD) 4 EA $2, $11, $1, $4, $1, $5, MITERED END SECTION (OPTIONAL ROUND) (30" CD) 1 EA $2, $2, $1, $1, $1, $1, MITERED END SECTION (OPTIONAL ROUND) (36" CD) 1 EA $6, $6, $1, $1, $2, $2, MITERED END SECTION (OPTIONAL ROUND) (42" CD) 2 EA $5, $10, $2, $4, $3, $7, MITERED END SECTION (OPTIONAL ROUND) (48" CD) 1 EA $4, $4, $2, $2, $3, $3, MITERED END SECTION (OPTIONAL ROUND) (54" CD) 2 EA $5, $11, $3, $7, $4, $9, MITERED END SECTION (OPTIONAL ROUND) (19"X30" CD) 1 EA $1, $1, $1, $1, $1, $1, VIDEO TAPING EXISTING DRAINAGE SYSTEM 39,000 LF $2.90 $113, $0.10 $3, $7.73 $301, PRESTRESSED BEAMS (TYPE V) 373 LF $ $61, $ $78, $ $57, PRESTRESSED BEAMS (TYPE VI) 2,093 LF $ $372, $ $460, $ $334, PRESTRESSED SOIL ANCHORS 29 EA $3, $110, $3, $92, $3, $102, PRESTRESSED CONCRETE PILING (24" SQ) 49,286 LF $72.00 $3,548, $84.00 $4,140, $42.00 $2,070, SHEET PILING, STEEL-(TEMPORARY-CRITICAL) 25,345 SF $15.00 $380, $19.00 $481, $14.56 $369,023.20

2 BID TABULATION - BID OPENING JULY 9, 2012, 1:30 PM. OPTION 1 - BID PLANS GLF Construction Corp. The Middlesex Corp. Hubbard Construction LOAD TEST DYNAMIC 33 EA $ $26, $1, $46, $2, $96, TEST PILES PRESTRESSED CONCRETE (24" SQ ) 4,183 LF $ $585, $ $773, $ $920, BRIDGE DECK EXPANSION JOINT (NEW CONSTR.-F&R) POUR JOINT 467 LF $17.50 $8, $34.00 $15, $73.50 $34, BRIDGE DECK EXPANSION JOINT (NEW CONSTRUCTION-F&I)STRIP SEAL 207 LF $ $50, $ $62, $ $140, BRIDGE DECK EXPANSION JOINT (NEW CONSTRUCTION-F&I) MODULAR 175 LF $ $140, $ $133, $ $119, PILES, POLYETHYLENE SHEETING 3,408 SY $5.50 $18, $2.00 $6, $0.96 $3, STRUCTURAL STEEL - NEW/WIDENING (LOW ALLOY) 11,899,209 LB $1.70 $20,228, $1.78 $21,180, $1.88 $22,370, MULTI ROTATIONAL BEARING ASSEMBLY - EXPANSION (F&I) 1 EA $6, $6, $6, $6, $12, $12, MULTI ROTATIONAL BEARING ASSEMBLY (F&I) (>= 2001 KIPS) 2 EA $16, $32, $7, $14, $12, $25, MULTI ROTATIONAL BEARING ASSEMBLY (F&I) 3 EA $7, $22, $11, $33, $12, $37, MULTI ROTATIONAL BEARING ASSEMBLY-EXPANSION (F&I)( KIPS) 8 EA $10, $85, $9, $76, $12, $100, MULTI ROTATIONAL BEARING ASSEMBLY-EXPANSION (F&I)(>= 2001 KIPS) 2 EA $28, $56, $24, $48, $12, $25, BRIDGE DRAIN PIPE 299 LF $ $52, $ $41, $ $44, BRIDGE DRAINS 4 EA $10, $40, $20, $80, $3, $14, SHOULDER GUTTER CONCRETE 15,701 LF $12.00 $188, $13.00 $204, $13.00 $204, CONCRETE CURB AND GUTTER, TYPE F 90 LF $17.40 $1, $13.00 $1, $ $13, BARRIER WALL, CONCRETE (MEDIAN) 1,864 LF $56.00 $104, $53.00 $98, $62.09 $115, CONCRETE TRAFFIC RAILINGS - BRIDGE (32" F-SHAPE) 6,242 LF $59.00 $368, $67.00 $418, $64.77 $404, CONCRETE TRAFFIC RAILINGS - BRIDGE (42" F SHAPE) 5,297 LF $75.00 $397, $87.00 $460, $87.41 $463, CONCRETE TRAFFIC RAILINGS - BRIDGE (32" F SHAPE MEDIAN) 200 LF $69.00 $13, $92.00 $18, $88.11 $17, CONCRETE TRAFFIC RAILING- RW. SYS. MOUNT W/ SLEEPER SLAB (32" F SHAPE) 1,985 LF $ $406, $ $367, $ $442, CONCRETE TRAFFIC RAILING- RW. SYS. MOUNT W/ SLEEPER SLAB (42" F SHAPE) 1,264 LF $ $278, $ $259, $ $312, BARRIER WALL, CONCRETE (RIGID SHOULDER) 2,568 LF $ $303, $1.00 $2, $ $375, CONCRETE SIDEWALK, 4"THICK 61 SY $35.70 $2, $28.00 $1, $26.00 $1, CONCRETE DITCH PAVT. REINFORCED, 4" 1,779 SY $33.70 $59, $40.00 $71, $42.00 $74, RIPRAP (RUBBLE) TN $ $89, $96.00 $62, $ $111, GUARDRAIL (ROADWAY) 20,613 LF $15.00 $309, $15.00 $309, $13.31 $274, GUARDRAIL REMOVAL 3,796 LF $2.00 $7, $1.30 $4, $1.00 $3, GUARDRAIL END ANCHORAGE ASSEMBLY (FLARED) (SRT-350 ONLY) 16 EA $1, $25, $1, $26, $1, $24, GUARDRAIL END ANCHORAGE ASSEMBLY (TYPE II) 16 EA $ $9, $ $7, $ $7, CRASH CUSHION - VEHICULAR IMPACT ATTENUATOR, QUADGUARD OR TAU 3 EA $21, $64, $17, $51, $16, $49, RETAINING WALLS SYSTEM- (PERMANENT) EXCLUDING SLEEPER 152,537 SF $26.25 $4,004, $27.00 $4,118, $26.46 $4,036, FENCING, TYPE B (4' HIGH)(BLACK VINYL) 2,205 LF $12.25 $27, $8.00 $17, $11.64 $25, FENCING, TYPE B (STD) 525 LF $11.30 $5, $13.00 $6, $9.52 $4, DIRECTIONAL BORE (LESS THAN 6") 1,630 LF $16.70 $27, $12.50 $20, $9.50 $15, DIRECTIONAL BORE (6" TO 12") 80 LF $33.00 $2, $51.00 $4, $29.40 $2, SIGN STRUCTURE PAINTING 4 EA $3, $13, $5, $20, $2, $10, PERFORMANCE TURF (SOD) 224,942 SY $2.20 $494, $1.60 $359, $1.50 $337, A-100 CONTINUOUS OPERATION OF EXISTING ITS DEVICES 1 LS $86, $86, $67, $67, $11, $11, GEOLOCATION OF ITS EQUIPMENT AND INFRASTRUCTURE 1 LS $16, $16, $17, $17, $6, $6, CONDUIT (F&I) (UNDERGROUND) 1,320 LF $3.75 $4, $5.50 $7, $5.15 $6, FIBER OPTIC CABLE INVENTORY 12 EA $ $2, $ $3, $ $3, FIBER OPTIC SPLICE HOUSING INVENTORY 6 EA $ $1, $ $1, $ $1, FIBER OPTIC CABLE (F&I) (12 FIBER) 4,513 LF $1.25 $5, $1.90 $8, $1.50 $6, FIBER OPTIC CABLE (F&I) (72 FIBER) 15,036 LF $1.80 $27, $2.50 $37, $2.09 $31, FIBER OPTIC FUSION SPLICE ENCLOSURE (72 SPLICE) 20 EA $ $16, $ $16, $ $12, A FIBER OPTIC FUSION SPLICE ENCLOSURE RE-ENTRY 3 EA $ $ $ $ $ $ FIBER OPTIC FUSION SPLICE 1,212 EA $37.00 $44, $34.00 $41, $29.29 $35, PULL JUNCTION BOXES (F&I) (PULL BOX) 11 EA $ $6, $ $5, $ $2, PULL BOX (F&I) (SMALL FIBER OPTIC) 5 EA $1, $6, $1, $5, $ $2, PULL BOX (F&I) (LARGE FIBER OPTIC) 4 EA $1, $6, $2, $8, $1, $5, FIBER OPTIC CONDUIT (2-1" HDPE/SDR II) (TRENCH) 1,635 LF $3.60 $5, $4.10 $6, $5.49 $8, FIBER OPTIC CONDUIT (8-1" HDPE/SDR II) (TRENCH OR PLOW) 9,806 LF $8.00 $78, $8.00 $78, $6.68 $65, FIBER OPTIC CONDUIT 6" BSP (8-1" HDPE/SDR II) (DIRECTIONAL BORE) 115 LF $61.25 $7, $62.00 $7, $68.60 $7, FIBER OPTIC 6" BSP SPLIT OUTER DUCT 2,460 LF $54.50 $134, $55.00 $135, $50.12 $123, FIBER OPTIC 6" BSP SPLIT OUTER DUCT W/CONDUIT 2-1" HDPE/SDR II, TRENCH 320 LF $50.00 $16, $52.00 $16, $8.90 $2, FIBER OPTIC 6" BSP SPLIT OUTER DUCT W/CONDUIT 8-1" HDPE/SDR II, TRENCH 460 LF $63.50 $29, $65.00 $29, $61.88 $28, FIBER OPTIC 4" PVC OUTER DUCT W/CONDUIT 4-1" HDPE/SDR II, TRENCH 35 LF $10.30 $ $11.00 $ $9.91 $ FIBER OPTIC 6" PVC OUTER DUCT W/CONDUIT 8-1" HDPE/SDR II, TRENCH 154 LF $30.00 $4, $29.00 $4, $12.94 $1, FIBER OPTIC 6" BRFG OUTER DUCT W/ CONDUIT 8-1" HDPE/SDR II, INSTALL ON 280 LF $51.00 $14, $52.00 $14, $89.04 $24, ELECTRICAL POWER SERVICE (F&I) (OVERHEAD) 1 AS $4, $4, $4, $4, $1, $1, ELECTRICAL SERVICE WIRE (F&I) 4,200 LF $1.45 $6, $1.50 $6, $4.20 $17, ELECTRICAL SERVICE DISCONNECT (F&I) (POLE) 3 EA $ $2, $ $1, $ $1, PRESTRESSED CONCRETE POLES (F&I) (TYPE P-II SERVICE POLE) 4 EA $ $3, $ $3, $ $1, DATA COLLECTION SENSORS (3 LANE) (F&I) 1 EA $11, $11, $13, $13, $9, $9, DATA COLLECTION SENSORS (5 LANES) (F&I) 1 EA $11, $11, $21, $21, $14, $14, DATA COLLECTION SENSORS (3 LANES) (RELOCATE) 1 EA $6, $6, $6, $6, $3, $3, TYPE 170 CABINET (F&I) (POLE-MOUNT) 3 EA $4, $14, $4, $14, $8, $25, CONTROLLER ACCESSORIES (F&I) (POWER REDUCTION ASSEMBLY) 2 EA $1, $3, $1, $3, $4, $9, GIGABIT ETHERNET FIELD SWITCH (F&I) 3 EA $1, $5, $1, $5, $1, $5, TERMINAL SERVER (F&I) 2 EA $ $1, $ $1, $1, $2, FIBER OPTIC PATCH PANEL (12 PORT) (F&I) 3 EA $1, $3, $1, $3, $1, $3, CUT-TO-LENGTH FIBER OPTIC JUMPERS (F&I) 12 EA $39.00 $ $40.00 $ $28.68 $ SYSTEM AUXILARIES (RELOCATE) (CCTV CAMERA ASSEMBLY) 1 EA $18, $18, $18, $18, $23, $23,548.00

3 BID TABULATION - BID OPENING JULY 9, 2012, 1:30 PM. OPTION 1 - BID PLANS GLF Construction Corp. The Middlesex Corp. Hubbard Construction UNINTERRUPTABLE POWER SUPPLY (F&I) 3 EA $1, $4, $1, $4, $2, $8, A REMOTE POWER MANAGER (F&I) 3 EA $ $1, $ $1, $ $2, CCTV FIELD ASSEMBLY (F&I) 1 EA $4, $4, $4, $4, $4, $4, CCTV EQUIPMENT ENCODER (F&I) 1 EA $3, $3, $3, $3, $1, $1, CCTV MAINTENANCE UNIT (F&I) 1 EA $1, $1, $1, $1, $2, $2, A CAMERA LOWERING SYSTEM (80' POLE) (F&I) 1 EA $46, $46, $46, $46, $54, $54, SINGLE POST SIGN (F&I) (LESS THAN 12 SF) 20 AS $ $7, $ $7, $ $8, SINGLE POST SIGN (F&I) (12-20 SF) 32 AS $1, $35, $1, $35, $1, $43, SINGLE POST SIGN (F&I) (21-30 SF) 5 AS $1, $7, $1, $8, $1, $8, SINGLE POST SIGN (F&I) (31+ SF) 3 AS $4, $13, $4, $13, $4, $14, SINGLE POST SIGN (RELOCATE) 1 AS $ $ $ $ $ $ SINGLE POST SIGN (REMOVE) 30 AS $ $3, $ $3, $1.00 $ MULTI-POST SIGN (50 OR LESS SF) 5 AS $3, $18, $3, $18, $3, $15, MULTI-POST SIGN ( SF) 1 AS $7, $7, $7, $7, $ $ MULTI-POST SIGN (REMOVE) 1 AS $ $ $ $ $ $ OVERHEAD TRUSS SPAN SIGN (F&I) (50 OR LESS) ( ) 1 AS $117, $117, $115, $115, $107, $107, OVERHEAD TRUSS SPAN SIGN (F&I) (51-100) ( ) 2 AS $150, $300, $150, $300, $142, $284, OVERHEAD TRUSS SPAN SIGN (F&I) (51-100) (> 700) 2 AS $230, $460, $225, $450, $220, $440, OVERHEAD TRUSS SPAN SIGN (F&I) ( ) ( ) 1 AS $222, $222, $218, $218, $211, $211, OVERHEAD TRUSS SPAN SIGN (REMOVE) 2 AS $5, $10, $5, $10, $5, $11, OVERHEAD TRUSS CANTILEVER SIGN (F&I) (30 OR LESS) ( ) 1 AS $48, $48, $48, $48, $42, $42, OVERHEAD TRUSS CANTILEVER SIGN (F&I) (31-40) (>300 ) 1 AS $79, $79, $78, $78, $73, $73, OVERHEAD TRUSS CANTILEVER SIGN (F&I) (41-50) (>300 ) 1 AS $95, $95, $94, $94, $89, $89, OVERHEAD TRUSS CANTILEVER SIGN (F&I) (OVER 50) ( ) 4 AS $83, $332, $82, $328, $75, $303, OVERHEAD TRUSS CANTILEVER SIGN (F&I) (OVER 50) ( ) 3 AS $97, $291, $95, $285, $94, $284, OVERHEAD TRUSS CANTILEVER SIGN (F&I) (OVER 50) (>300) 1 AS $112, $112, $110, $110, $105, $105, OVERHEAD TRUSS CANTILEVER SIGN (REMOVE) 5 AS $2, $12, $2, $12, $2, $14, SIGN PANEL (F&I) ( ) 4 EA $8, $32, $8, $32, $7, $29, SIGN PANEL (RELOCATE) ( ) 2 EA $9, $19, $9, $19, $4, $9, SIGN PANEL (F&I) (16-100) 2 EA $ $1, $ $1, $ $1, SIGN PANEL (REMOVE) 4 EA $ $1, $ $1, $ $2, R DMS SYSTEM (LED - 1 LINE) (RELOCATE) 1 EA $10, $10, $10, $10, $45, $45, DELINEATOR (FLEXIBLE TUBULAR) 167 EA $50.00 $8, $50.00 $8, $55.00 $9, RETRO-REFLECTIVE PAVEMENT MARKER 3,666 EA $3.90 $14, $2.80 $10, $2.70 $9, THERMOPLASTIC (STD.) (WHITE) (SOLID) (6") NM $5, $2, $4, $2, $4, $2, THERMOPLASTIC (STD.) (WHITE) (SOLID) (8") NM $6, $1, $6, $1, $6, $1, THERMOPLASTIC (STD.) (WHITE) (SOLID) (18") 604 LF $2.90 $1, $4.00 $2, $3.30 $1, THERMOPLASTIC (STD.) (WHITE) (SKIP) (6") GM $1, $ $1, $ $1, $ THERMOPLASTIC (STD.) (WHITE) (MESSAGE) 2 EA $ $ $ $ $ $ THERMOPLASTIC (STD.) (WHITE) (ARROWS) 4 EA $81.00 $ $75.00 $ $65.00 $ THERMOPLASTIC (STD.) (YELLOW) (SOLID) (6") NM $5, $2, $4, $2, $4, $2, PAVEMENT MARKING - PREFORMED TAPE (HP) (WHITE) (SOLID) (8") NM $33, $49, $24, $37, $24, $37, PAVEMENT MARKING - PREFORMED TAPE (HP) (WHITE) (SOLID) (12") 1,164 LF $12.10 $14, $8.00 $9, $7.80 $9, PAVEMENT MARKING - PREFORMED TAPE (HP) (WHITE) (SOLID) (18") 1,773 LF $13.75 $24, $11.50 $20, $11.35 $20, PAVEMENT MARKING - PREFORMED TAPE (HP) (WHITE) (SKIP) (3'-12') (12") GM $13, $29, $8, $18, $8, $18, PAVEMENT MARKING - PREFORMED TAPE (HP) (YELLOW) (SOLID) (6") NM $22, $168, $17, $127, $17, $127, PAVEMENT MARKING - PREFORMED TAPE (HP) (YELLOW) (SOLID) (8") 1,178 LF $6.15 $7, $5.00 $5, $4.75 $5, PAVEMENT MARKING - PREFORMED TAPE (HP) (YELLOW) (SOLID) (18") 260 LF $13.75 $3, $12.00 $3, $11.35 $2, PAVEMENT MARKING - PREFORMED TAPE (HP) (9" CONTRAST) (SOLID) (9") NM $28, $209, $27, $204, $27, $204, PAVEMENT MARKING - PREFORMED TAPE (HP) (9" CONTRAST) (SKIP) (10'-30') (9") GM $9, $61, $8, $56, $8, $56, PAVEMENT MARKING - PREFORMED TAPE (HP) (ALT. WHITE/BLACK) (SKIP 3'-3'-9) 668 LF $13.70 $9, $9.00 $6, $8.50 $5, LIGHTING CONDUCTORS (F&I, NO. 10 OR SMALLER) 2,580 LF $0.75 $1, $0.70 $1, $0.49 $1, LIGHTING CONDUCTORS (F&I, NO. 8 TO 6) 116,610 LF $1.00 $116, $1.00 $116, $0.84 $97, LIGHTING CONDUCTORS (F&I, NO. 4 TO 2) 131,307 LF $1.75 $229, $1.60 $210, $2.01 $263, LIGHTING CONDUIT (F&I- UNDERGROUND) 57,234 LF $2.75 $157, $2.75 $157, $2.65 $151, LIGHTING CONDUIT (F&I- SURFACE MOUNT) 60 LF $12.60 $ $13.00 $ $21.78 $1, LIGHT POLE COMP.(F&I, STANDARD,130MPH,45') 178 EA $4, $712, $4, $729, $3, $619, LIGHT POLE COMP.(F&I, STANDARD,130MPH,35') 113 EA $3, $350, $3, $350, $2, $308, LIGHT POLE COMP. (REMOVE) 16 EA $1, $22, $1, $22, $1, $19, LIGHT POLE COMP. (RELOCATE) 179 EA $ $55, $ $64, $ $77, LOAD CENTER (F&I, SECONDARY VOLTAGE) 3 EA $11, $33, $11, $33, $11, $34, LOAD CENTER (F&I, REWORK, SECONDARY VOLTAGE) 1 EA $72.00 $72.00 $72.00 $72.00 $ $ LOAD CENTER (REMOVE, SECONDARY VOLTAGE) 1 EA $ $ $ $ $ $ LUMINARE (F&I, UNDERDECK, WALL MOUNT) 8 EA $2, $18, $2, $17, $1, $10, LUMINARE (F&I, UNDERDECK, PENDANT HUNG) 24 EA $1, $36, $1, $43, $1, $39, LIGHTING PULL BOX (F&I, ROADSIDE) - MOULDED 402 EA $ $215, $ $249, $ $142, LIGHTING- INSIDE BOX GIRDER 1 LS $456, $456, $420, $420, $572, $572, POLE CABLE DISTRIBUTION SYSTEM (CONVENTIONAL) 291 EA $1, $407, $1, $392, $1, $382, POLE CABLE DISTRIBUTION SYSTEM (WALL MOUNTED) 53 EA $1, $74, $1, $71, $ $9, LIGHTING POLE COMPLETE (SINGLE ARM, WALL MT, ALUM, 45') 5 EA $2, $10, $2, $10, $1, $7, LIGHTING POLE COMPLETE (SINGLE ARM, WALL MT, ALUM, 35') 7 EA $2, $18, $2, $18, $1, $13, LIGHTING POLE COMPLETE (SINGLE ARM, BRIDGE MOUNT, AL, 35') 36 EA $2, $79, $2, $79, $1, $62, LIGHTING POLE COMPLETE (SINGLE ARM, BRIDGE MOUNT, AL, 45') 5 EA $2, $14, $2, $14, $2, $10, RAMP PLAZA- RAMP D-1 1 LS $820, $820, $1,000, $1,000, $1,051, $1,051,603.84

4 BID TABULATION - BID OPENING JULY 9, 2012, 1:30 PM. OPTION 1 - BID PLANS GLF Construction Corp. The Middlesex Corp. Hubbard Construction GANTRY- RAMP I 1 LS $210, $210, $300, $300, $313, $313, 'X4'X4' CONCRETE MANHOLE (F&I) 6 EA $3, $19, $3, $19, $4, $26, 'X6.5'X6.5' CONCRETE MANHOLE (F&I) 2 EA $4, $9, $5, $10, $5, $11, 'X6.5'X6.5' CONCRETE MANHOLE (DOGHOUSE) (F&I) 6 EA $4, $27, $5, $34, $5, $35, TUBULAR ROUTE MARKER 9 EA $68.00 $ $75.00 $ $ $1, ALLOWANCE FOR DISPUTES REVIEW BOARD N/A N/A $30, $30, $30, $30, WORK ORDER ALLOWANCE N/A N/A $300, $300, $300, $300, $78,664, $78,968, $83,998, Denotes Corrected Bid Amount

5 BID TABULATION - BID OPENING JULY 9, 2012, 1:30 PM. OPTION 4 - RAMP H AND RAMP I BRIDGES DESIGN-BUILD Astaldi Construction Corp. SEMA Construction Lane Construction MOBILIZATION 1 LS 5,456, $5,456, $ 6,000, $6,000, $7,150, $7,150, MAINTENANCE OF TRAFFIC 1 LS 1,221, $1,221, $ 250, $250, $2,000, $2,000, E1 MOT FOR ROADWAY REPAIR CONTINGENCY 250 HR $33, $ $37, $50.00 $12, CHANGEABLE VARIABLE MESSAGE SIGN-TEMP 1,460 ED $21, $ $20, $13.05 $19, MOWING 1 LS $53.76 $ 20, $20, $1.00 $ EROSION CONTROL 1 LS 170, $170, $ 50, $50, $200, $200, FIELD OFFICE FOR CEI 720 ED $81, $ $72, $50.00 $36, CLEARING & GRUBBING 1 LS 184, $184, $ 530, $530, $250, $250, REMOVAL OF EXISTING STRUCTURES 1 LS 36, $36, $ 50, $50, $34, $34, PAVEMENT REMOVAL OF EXISTING CONCRETE 1,015 SY $15, $ $30, $6.50 $6, EXCAVATION REGULAR 48,271 CY 1.43 $69, $ 3.00 $144, $4.60 $222, EMBANKMENT 1,130,349 CY 6.93 $7,833, $ 8.40 $9,494, $8.65 $9,777, STABILIZATION TYPE B 121,540 SY 3.25 $395, $ 2.25 $273, $1.00 $121, LIMEROCK BASE (BASE GROUP 2) (5" LBR 100) W/PRIME 13,954 SY 6.32 $88, $ 9.00 $125, $6.30 $87, LIMEROCK BASE (BASE GROUP 4) (6" LBR 100) W/PRIME 19,614 SY 7.25 $142, $ $196, $6.00 $117, LIMEROCK BASE (BASE GROUP 11) (12" LBR 100) W/PRIME 71,577 SY $921, $ $930, $9.50 $679, MILLING EXISTING PAVEMENT ( 1" AVG DEPTH) 13,169 SY 1.55 $20, $ 0.90 $11, $0.50 $6, MILLING EXISTING PAVEMENT ( 1 3/4 " AVG DEPTH) 70,814 SY 1.84 $130, $ 0.90 $63, $0.50 $35, SUPERPAVE ASPHALTIC CONC, TRAFFIC C 11,838.4 TN $976, $ $923, $80.00 $947, SUPERPAVE ASPHALTIC CONC, TRAFFIC C (PG 76-22) 10,387.0 TN $1,139, $ $1,142, $ $1,111, E3 ROADWAY REPAIR CONTINGENCY 2,300.0 TN $189, $ $154, $15.00 $34, ASPHALTIC CONCRETE FRICTION COURSE- INC BIT/ (PG 76-22), FC-5 5,463.5 TN $764, $ $737, $95.00 $519, MISCELLANEOUS ASPHALTIC PAVEMENT 1,161.9 TN $140, $ $162, $ $121, CLASS II CONCRETE (SUPERSTRUCTURE) 2,130 CY $774, $ $905, $ $788, CLASS II CONCRETE (APPROACH SLABS) 503 CY $95, $ $125, $ $120, CLASS IV CONCRETE (SUBSTRUCTURE) 411 CY $215, $ $205, $ $215, CLASS IV CONCRETE (MASS-SUBSTRUCTURE) 1,021 CY $362, $ $229, $ $510, BRIDGE DECK GROOVING (DECK THICKNESS < 8.5") 474 SY 9.12 $4, $ 8.00 $3, $5.85 $2, BRIDGE DECK GROOVING (DECK THICKNESS > 8.5") 6,366 SY 6.26 $39, $ 6.50 $41, $5.85 $37, COMPOSITE NEOPRENE PADS 17 CF $14, $ 1, $18, $1.00 $ REINFORCING STEEL (SUPERSTRUCTURE) 575,692 LB 0.59 $339, $ 0.75 $431, $0.65 $374, REINFORCING STEEL (SUBSTRUCTURE) 279,262 LB 0.64 $178, $ 0.70 $195, $0.65 $181, REINFORCING STEEL (APPROACH SLABS) 102,421 LB 0.59 $60, $ 0.65 $66, $0.65 $66, INLETS (DT BOT) (TYPE A) (<10') 2 EA 1, $3, $ 1, $3, $1, $3, INLETS (DT BOT) (TYPE D) (MODIFIED) (<10') 1 EA 7, $7, $ 9, $9, $5, $5, INLETS (DT BOT) (PARTIAL)(J-BOT)(< 10') 1 EA 2, $2, $ 3, $3, $6, $6, INLETS (DT BOT) (TYPE G) (<10') 8 EA 3, $31, $ 4, $34, $5, $40, INLETS (GUTTER) (TYPE S) (<10') 70 EA 2, $158, $ 2, $168, $1, $131, INLETS (GUTTER) (TYPE S) (>10') 7 EA 2, $19, $ 3, $23, $3, $21, INLETS (GUTTER) (TYPE S) (>10') (J-BOTTOM)(SPECIAL) 1 EA 7, $7, $ 4, $4, $5, $5, INLETS (BARRIER WALL) (<10') 18 EA 2, $47, $ 3, $54, $3, $67, INLETS (BARRIER WALL) (>10') 1 EA 3, $3, $ 5, $5, $3, $3, MANHOLES (P-8)(<10') 7 EA 1, $13, $ 2, $14, $1, $13, MANHOLES (P-8)(>10') 2 EA 3, $6, $ 2, $5, $3, $7, MANHOLES (J-8)(<10') 4 EA 3, $13, $ 3, $14, $4, $19, MANHOLES (J-8)(>10') 6 EA 4, $26, $ 2, $13, $4, $29, PIPE CULVERT BCCMP (ROUND) (18" GD) 303 LF $17, $ $9, $80.00 $24, PIPE CULVERT DIP (ROUND) (16" SS) 78 LF $22, $ $8, $ $9, PIPE CULVERT RCP (ROUND) (UP TO 24") 15,373 LF $513, $ $415, $45.00 $691, PIPE CULVERT RCP (ROUND) (25" TO 36") 2,651 LF $192, $ $124, $95.00 $251, PIPE CULVERT RCP (ROUND) (37" TO 48") 1,015 LF $113, $ $85, $ $126, PIPE CULVERT RCP (ROUND) (49" TO 60") 89 LF $21, $ $10, $ $20, PIPE CULVERT RCP (ROUND) (61" OR >) 420 LF $126, $ $100, $ $111, PIPE CULVERT RCP (ELIP) (19" X 30") 27 LF $1, $ $1, $ $3, U-ENDWALL WITH BAFFLES (1:6 SLOPE) (18") 3 EA 1, $4, $ 2, $6, $1, $4, U-ENDWALL WITH BAFFLES (1:6 SLOPE) (24") 2 EA 2, $4, $ 1, $3, $2, $4, U-ENDWALL WITH BAFFLES (1:4 SLOPE) (18") 3 EA 1, $3, $ 2, $6, $1, $3, U-ENDWALL WITH BAFFLES (1:4 SLOPE) (30") 1 EA 1, $1, $ 2, $2, $1, $1, U-ENDWALL WITH BAFFLES (1:2 SLOPE) (18") 4 EA 1, $6, $ 2, $8, $1, $6, U-ENDWALL WITH GRATE (1:4 SLOPE) (18") 2 EA 2, $5, $ 1, $3, $1, $3, MITERED END SECTION (OPTIONAL ROUND) (18" CD) 3 EA $2, $ $1, $1, $3, MITERED END SECTION (OPTIONAL ROUND) (24" CD) 4 EA $3, $ $2, $1, $4, MITERED END SECTION (OPTIONAL ROUND) (30" CD) 1 EA 1, $1, $ $ $1, $1, MITERED END SECTION (OPTIONAL ROUND) (36" CD) 1 EA 1, $1, $ 2, $2, $2, $2, MITERED END SECTION (OPTIONAL ROUND) (42" CD) 2 EA 1, $3, $ 3, $6, $2, $5, MITERED END SECTION (OPTIONAL ROUND) (48" CD) 1 EA 2, $2, $ 3, $3, $3, $3, MITERED END SECTION (OPTIONAL ROUND) (54" CD) 2 EA 4, $8, $ 4, $9, $5, $10, MITERED END SECTION (OPTIONAL ROUND) (19"X30" CD) 1 EA $ $ 1, $1, $1, $1, VIDEO TAPING EXISTING DRAINAGE SYSTEM 39,000 LF 0.54 $21, $ 1.00 $39, $0.50 $19, PRESTRESSED BEAMS (TYPE V) 373 LF $47, $ $96, $ $85, PRESTRESSED BEAMS (TYPE VI) 2,093 LF $341, $ $627, $ $477, PRESTRESSED SOIL ANCHORS 29 EA 4, $128, $ $2, $3, $100, PRESTRESSED CONCRETE PILING (24" SQ) 10,111 LF $797, $ $859, $60.00 $606, SHEET PILING, STEEL-(TEMPORARY-CRITICAL) 25,345 SF $843, $ 1.00 $25, $5.00 $126,725.00

6 BID TABULATION - BID OPENING JULY 9, 2012, 1:30 PM. OPTION 4 - RAMP H AND RAMP I BRIDGES DESIGN-BUILD Astaldi Construction Corp. SEMA Construction Lane Construction LOAD TEST DYNAMIC 9 EA 2, $24, $ 2, $18, $2, $22, TEST PILES PRESTRESSED CONCRETE (24" SQ ) 1,036 LF $91, $ $207, $ $119, BRIDGE DECK EXPANSION JOINT (NEW CONSTR.-F&R) POUR JOINT 467 LF $20, $ $14, $18.00 $8, BRIDGE DECK EXPANSION JOINT (NEW CONSTRUCTION-F&I)STRIP SEAL 41 LF $10, $ $5, $ $10, PILES, POLYETHYLENE SHEETING 2,560 SY 2.83 $7, $ 2.00 $5, $0.45 $1, STRUCTURAL STEEL - NEW/WIDENING (LOW ALLOY) 3,089,791 LB 1.88 $5,808, $ 1.25 $3,862, $1.62 $5,005, MULTI ROTATIONAL BEARING ASSEMBLY - EXPANSION (F&I) 1 EA 5, $5, $ 4, $4, $12, $12, MULTI ROTATIONAL BEARING ASSEMBLY (F&I) (>= 2001 KIPS) 2 EA 23, $46, $ 4, $8, $12, $25, MULTI ROTATIONAL BEARING ASSEMBLY (F&I) 3 EA 5, $17, $ 4, $12, $13, $39, MULTI ROTATIONAL BEARING ASSEMBLY-EXPANSION (F&I)( KIPS) 8 EA 8, $68, $ 4, $32, $13, $104, MULTI ROTATIONAL BEARING ASSEMBLY-EXPANSION (F&I)(>= 2001 KIPS) 2 EA 12, $25, $ 4, $8, $13, $26, SHOULDER GUTTER CONCRETE 15,701 LF $199, $ $251, $14.75 $231, CONCRETE CURB AND GUTTER, TYPE F 90 LF $1, $ $2, $12.00 $1, BARRIER WALL, CONCRETE (MEDIAN) 1,864 LF $81, $ $186, $51.14 $95, CONCRETE TRAFFIC RAILINGS - BRIDGE (32" F-SHAPE) 2,047 LF $131, $ $133, $51.14 $104, CONCRETE TRAFFIC RAILINGS - BRIDGE (42" F SHAPE) 978 LF $83, $ $80, $71.04 $69, CONCRETE TRAFFIC RAILINGS - BRIDGE (32" F SHAPE MEDIAN) 200 LF $17, $ $10, $63.18 $12, CONCRETE TRAFFIC RAILING- RW. SYS. MOUNT W/ SLEEPER SLAB (32" F SHAPE) 1,985 LF $355, $ $377, $ $208, CONCRETE TRAFFIC RAILING- RW. SYS. MOUNT W/ SLEEPER SLAB (42" F SHAPE) 1,264 LF $251, $ $265, $ $151, BARRIER WALL, CONCRETE (RIGID SHOULDER) 2,568 LF $300, $ $256, $75.00 $192, CONCRETE SIDEWALK, 4"THICK 61 SY $1, $ $1, $24.95 $1, CONCRETE DITCH PAVT. REINFORCED, 4" 1,779 SY $53, $ $80, $43.58 $77, RIPRAP (RUBBLE) TN $69, $ $123, $82.00 $53, GUARDRAIL (ROADWAY) 20,613 LF $405, $ $317, $13.25 $273, GUARDRAIL REMOVAL 3,796 LF 3.44 $13, $ 1.00 $3, $1.00 $3, GUARDRAIL END ANCHORAGE ASSEMBLY (FLARED) (SRT-350 ONLY) 16 EA 2, $37, $ 1, $25, $1, $24, GUARDRAIL END ANCHORAGE ASSEMBLY (TYPE II) 16 EA $11, $ $8, $ $7, CRASH CUSHION - VEHICULAR IMPACT ATTENUATOR, QUADGUARD OR TAU 3 EA 12, $38, $ 17, $51, $16, $49, RETAINING WALLS SYSTEM- (PERMANENT) EXCLUDING SLEEPER 152,537 SF $3,352, $ $3,203, $26.00 $3,965, FENCING, TYPE B (4' HIGH)(BLACK VINYL) 2,205 LF 9.82 $21, $ $29, $8.00 $17, FENCING, TYPE B (STD) 525 LF $7, $ $5, $10.00 $5, DIRECTIONAL BORE (LESS THAN 6") 1,630 LF $17, $ $26, $13.20 $21, DIRECTIONAL BORE (6" TO 12") 80 LF $2, $ $2, $47.00 $3, SIGN STRUCTURE PAINTING 4 EA 3, $15, $ 3, $13, $6, $24, PERFORMANCE TURF (SOD) 224,942 SY 1.50 $337, $ 3.00 $674, $1.45 $326, A-100 CONTINUOUS OPERATION OF EXISTING ITS DEVICES 1 LS 12, $12, $ 80, $80, $60, $60, GEOLOCATION OF ITS EQUIPMENT AND INFRASTRUCTURE 1 LS 7, $7, $ 15, $15, $15, $15, CONDUIT (F&I) (UNDERGROUND) 1,320 LF 5.75 $7, $ 3.60 $4, $4.61 $6, FIBER OPTIC CABLE INVENTORY 12 EA $3, $ $2, $ $2, FIBER OPTIC SPLICE HOUSING INVENTORY 6 EA $1, $ $1, $ $1, FIBER OPTIC CABLE (F&I) (12 FIBER) 4,513 LF 1.67 $7, $ 1.20 $5, $1.21 $5, FIBER OPTIC CABLE (F&I) (72 FIBER) 15,036 LF 2.33 $35, $ 1.70 $25, $1.77 $26, FIBER OPTIC FUSION SPLICE ENCLOSURE (72 SPLICE) 20 EA $14, $ $15, $ $16, A FIBER OPTIC FUSION SPLICE ENCLOSURE RE-ENTRY 3 EA $ $ $ $ $ FIBER OPTIC FUSION SPLICE 1,212 EA $39, $ $42, $35.00 $42, PULL JUNCTION BOXES (F&I) (PULL BOX) 11 EA $2, $ $5, $ $7, PULL BOX (F&I) (SMALL FIBER OPTIC) 5 EA $2, $ 1, $5, $1, $5, PULL BOX (F&I) (LARGE FIBER OPTIC) 4 EA 1, $5, $ 1, $6, $2, $8, FIBER OPTIC CONDUIT (2-1" HDPE/SDR II) (TRENCH) 1,635 LF 6.13 $10, $ 3.50 $5, $5.00 $8, FIBER OPTIC CONDUIT (8-1" HDPE/SDR II) (TRENCH OR PLOW) 9,806 LF 7.46 $73, $ 7.50 $73, $6.77 $66, FIBER OPTIC CONDUIT 6" BSP (8-1" HDPE/SDR II) (DIRECTIONAL BORE) 115 LF $8, $ $6, $52.00 $5, FIBER OPTIC 6" BSP SPLIT OUTER DUCT 2,460 LF $137, $ $127, $54.75 $134, FIBER OPTIC 6" BSP SPLIT OUTER DUCT W/CONDUIT 2-1" HDPE/SDR II, TRENCH 320 LF $22, $ $15, $50.50 $16, FIBER OPTIC 6" BSP SPLIT OUTER DUCT W/CONDUIT 8-1" HDPE/SDR II, TRENCH 460 LF 9.93 $4, $ $28, $52.50 $24, FIBER OPTIC 4" PVC OUTER DUCT W/CONDUIT 4-1" HDPE/SDR II, TRENCH 35 LF $ $ $ $10.10 $ FIBER OPTIC 6" PVC OUTER DUCT W/CONDUIT 8-1" HDPE/SDR II, TRENCH 154 LF $2, $ $4, $14.80 $2, FIBER OPTIC 6" BRFG OUTER DUCT W/ CONDUIT 8-1" HDPE/SDR II, INSTALL ON 280 LF $27, $ $13, $84.20 $23, ELECTRICAL POWER SERVICE (F&I) (OVERHEAD) 1 AS 1, $1, $ 3, $3, $2, $2, ELECTRICAL SERVICE WIRE (F&I) 4,200 LF 4.69 $19, $ 1.40 $5, $2.00 $8, ELECTRICAL SERVICE DISCONNECT (F&I) (POLE) 3 EA $2, $ $1, $ $2, PRESTRESSED CONCRETE POLES (F&I) (TYPE P-II SERVICE POLE) 4 EA $1, $ $3, $1, $6, DATA COLLECTION SENSORS (3 LANE) (F&I) 1 EA 10, $10, $ 10, $10, $19, $19, DATA COLLECTION SENSORS (5 LANES) (F&I) 1 EA 15, $15, $ 11, $11, $31, $31, DATA COLLECTION SENSORS (3 LANES) (RELOCATE) 1 EA 4, $4, $ 5, $5, $7, $7, TYPE 170 CABINET (F&I) (POLE-MOUNT) 3 EA 9, $28, $ 4, $13, $5, $15, CONTROLLER ACCESSORIES (F&I) (POWER REDUCTION ASSEMBLY) 2 EA 5, $10, $ 1, $3, $1, $3, GIGABIT ETHERNET FIELD SWITCH (F&I) 3 EA 2, $6, $ 1, $5, $1, $5, TERMINAL SERVER (F&I) 2 EA 1, $2, $ $1, $1, $2, FIBER OPTIC PATCH PANEL (12 PORT) (F&I) 3 EA 1, $3, $ 1, $3, $1, $3, CUT-TO-LENGTH FIBER OPTIC JUMPERS (F&I) 12 EA $ $ $ $40.00 $ SYSTEM AUXILARIES (RELOCATE) (CCTV CAMERA ASSEMBLY) 1 EA 26, $26, $ 18, $18, $13, $13, UNINTERRUPTABLE POWER SUPPLY (F&I) 3 EA 3, $9, $ 1, $4, $1, $4, A REMOTE POWER MANAGER (F&I) 3 EA 1, $3, $ $1, $ $1, CCTV FIELD ASSEMBLY (F&I) 1 EA 5, $5, $ 4, $4, $6, $6,860.00

7 BID TABULATION - BID OPENING JULY 9, 2012, 1:30 PM. OPTION 4 - RAMP H AND RAMP I BRIDGES DESIGN-BUILD Astaldi Construction Corp. SEMA Construction Lane Construction CCTV EQUIPMENT ENCODER (F&I) 1 EA 1, $1, $ 3, $3, $6, $6, CCTV MAINTENANCE UNIT (F&I) 1 EA 2, $2, $ 1, $1, $2, $2, A CAMERA LOWERING SYSTEM (80' POLE) (F&I) 1 EA 60, $60, $ 44, $44, $48, $48, SINGLE SIGN POST (F&I) (LESS THAN 12 SF) 20 AS $8, $ $7, $ $5, SINGLE SIGN POST (F&I) (12-20 SF) 32 AS 1, $42, $ 1, $35, $1, $47, SINGLE SIGN POST (F&I) (21-30 SF) 5 AS 1, $8, $ 1, $7, $3, $16, SINGLE SIGN POST (F&I) (31+ SF) 3 AS 4, $14, $ 4, $12, $3, $10, SINGLE SIGN POST (RELOCATE) 1 AS $ $ $ $ $ SINGLE SIGN POST (REMOVE) 30 AS 0.98 $29.40 $ $3, $ $8, MULTI-POST SIGN (50 OR LESS SF) 5 AS 3, $15, $ 3, $18, $4, $20, MULTI-POST SIGN ( SF) 1 AS 7, $7, $ 6, $6, $8, $8, MULTI-POST SIGN (REMOVE) 1 AS $ $ $ $1, $1, OVERHEAD TRUSS SPAN SIGN (F&I) (50 OR LESS) ( ) 1 AS 104, $104, $ 111, $111, $107, $107, OVERHEAD TRUSS SPAN SIGN (F&I) (51-100) ( ) 2 AS 139, $278, $ 144, $289, $139, $278, OVERHEAD TRUSS SIGN SPAN (F&I) (51-100) (> 700) 2 AS 215, $430, $ 221, $443, $225, $450, OVERHEAD TRUSS SPAN SIGN (F&I) ( ) ( ) 1 AS 206, $206, $ 213, $213, $215, $215, OVERHEAD TRUSS SPAN SIGN (REMOVE) 2 AS 5, $11, $ 5, $10, $6, $12, OVERHEAD TRUSS CANTILEVER SIGN (F&I) (30 OR LESS) ( ) 1 AS 41, $41, $ 46, $46, $47, $47, OVERHEAD TRUSS CANTILEVER SIGN (F&I) (31-40) (>300 ) 1 AS 71, $71, $ 76, $76, $79, $79, OVERHEAD TRUSS CANTILEVER SIGN (F&I) (41-50) (>300 ) 1 AS 87, $87, $ 91, $91, $94, $94, OVERHEAD TRUSS CANTILEVER SIGN (F&I) (OVER 50) ( ) 4 AS 74, $296, $ 79, $319, $79, $316, OVERHEAD TRUSS CANTILEVER SIGN (F&I) (OVER 50) ( ) 3 AS 92, $278, $ 93, $279, $95, $285, OVERHEAD TRUSS CANTILEVER SIGN (F&I) (OVER 50) (>300) 1 AS 103, $103, $ 107, $107, $110, $110, OVERHEAD TRUSS CANTILEVER SIGN (REMOVE) 5 AS 2, $13, $ 2, $11, $1, $8, SIGN PANEL (F&I) ( ) 4 EA 7, $28, $ 7, $31, $10, $40, SIGN PANEL (RELOCATE) ( ) 2 EA 4, $9, $ 9, $18, $1, $3, SIGN PANEL (F&I) (16-100) 2 EA $1, $ $1, $1, $2, SIGN PANEL (REMOVE) 4 EA $2, $ $1, $ $3, R DMS SYSTEM (LED - 1 LINE) (RELOCATE) 1 EA 8, $8, $ 9, $9, $9, $9, DELINEATOR (FLEXIBLE TUBULAR) 167 EA $8, $ $8, $87.00 $14, RETO-REFLECTIVE PAVEMENT MARKER 3,666 EA 2.61 $9, $ 3.30 $12, $3.25 $11, THERMOPLASTIC (STD.) (WHITE) (SOLID) (6") NM 4, $2, $ 5, $2, $5, $2, THERMOPLASTIC (STD.) (WHITE) (SOLID) (8") NM 6, $1, $ 7, $1, $7, $1, THERMOPLASTIC (STD.) (WHITE) (SOLID) (18") 604 LF 3.19 $1, $ 3.70 $2, $3.60 $2, THERMOPLASTIC (STD.) (WHITE) (SKIP) (6") GM 1, $ $ 2, $1, $2, $ THERMOPLASTIC (STD.) (WHITE) (MESSAGE) 2 EA $ $ $ $ $ THERMOPLASTIC (STD.) (WHITE) (ARROWS) 4 EA $ $ $ $ $ THERMOPLASTIC (STD.) (YELLOW) (SOLID) (6") NM 4, $2, $ 5, $2, $5, $2, PAVEMENT MARKING - PREFORMED TAPE (HP) (WHITE) (SOLID) (8") NM 23, $35, $ 30, $46, $30, $45, PAVEMENT MARKING - PREFORMED TAPE (HP) (WHITE) (SOLID) (12") 1,164 LF 7.55 $8, $ 7.50 $8, $7.50 $8, PAVEMENT MARKING - PREFORMED TAPE (HP) (WHITE) (SOLID) (18") 1,773 LF $19, $ $19, $11.00 $19, PVEMENT MARKING - PREFORMED TAPE (HP) (WHITE) (SKIP) (3'-12') (12") GM 8, $17, $ 10, $22, $10, $21, PAVEMENT MARKING - PREFORMED TAPE (HP) (YELLOW) (SOLID) (6") NM 16, $123, $ 19, $142, $18, $137, PAVEMENT MARKING - PREFORMED TAPE (HP) (YELLOW) (SOLID) (8") 1,178 LF 4.60 $5, $ 6.00 $7, $5.75 $6, PAVEMENT MARKING - PREFORMED TAPE (HP) (YELLOW) (SOLID) (18") 260 LF $2, $ $2, $11.00 $2, PAVEMENT MARKING - PREFORMED TAPE (HP) (9" CONTRAST) (SOLID) (9") NM 26, $197, $ 26, $198, $18, $137, PAVEMENT MARKING - PREFORMED TAPE (HP) (9" CONTRAST) (SKIP) (10'-30') (9") GM 7, $54, $ 8, $56, $8, $55, PAVEMENT MARKING - PREFORMED TAPE (HP) (ALT. WHITE/BLACK) (SKIP 3'-3'-9) 668 LF 8.23 $5, $ 7.00 $4, $7.00 $4, LIGHTING CONDUCTORS (F&I, NO. 10 OR SMALLER) 2,580 LF 0.88 $2, $ 0.70 $1, $1.00 $2, LIGHTING CONDUCTORS (F&I, NO. 8 TO 6) 116,610 LF 1.32 $153, $ 0.93 $108, $1.35 $157, LIGHTING CONDUCTORS (F&I, NO. 4 TO 2) 131,307 LF 1.96 $257, $ 1.55 $203, $2.00 $262, LIGHTING CONDUIT (F&I- UNDERGROUND) 57,234 LF 4.40 $251, $ 2.60 $148, $2.70 $154, LIGHTING CONDUIT (F&I- SURFACE MOUNT) 60 LF $1, $ $ $21.00 $1, LIGHT POLE COMP.(F&I, STANDARD,130MPH,45') 178 EA 4, $790, $ 3, $694, $3, $621, LIGHT POLE COMP.(F&I, STANDARD,130MPH,35') 113 EA 3, $407, $ 2, $327, $2, $309, LIGHT POLE COMP. (REMOVE) 16 EA 2, $37, $ 1, $20, $2, $38, LIGHT POLE COMP. (RELOCATE) 179 EA $78, $ $53, $ $80, LOAD CENTER (F&I, SECONDARY VOLTAGE) 3 EA 12, $38, $ 10, $32, $13, $39, LOAD CENTER (F&I, REWORK, SECONDARY VOLTAGE) 1 EA $ $ $69.00 $ $ LOAD CENTER (REMOVE, SECONDARY VOLTAGE) 1 EA $ $ $ $ $ LUMINARE (F&I, UNDERDECK, WALL MOUNT) 8 EA 1, $10, $ 2, $17, $1, $10, LUMINARE (F&I, UNDERDECK, PENDANT HUNG) 24 EA 1, $41, $ 1, $33, $1, $42, LIGHTING PULL BOX (F&I, ROADSIDE) - MOULDED 402 EA $361, $ $205, $ $361, LIGHTING- INSIDE BOX GIRDER 1 LS 752, $752, $ 128, $128, $250, $250, POLE CABLE DISTRIBUTION SYSTEM (CONVENTIONAL) 291 EA 1, $424, $ 1, $378, $1, $384, POLE CABLE DISTRIBUTION SYSTEM (WALL MOUNTED) 53 EA $20, $ 1, $68, $ $21, LIGHTING POLE COMPLETE (SINGLE ARM, WALL MT, ALUM, 45') 5 EA 3, $16, $ 1, $9, $3, $16, LIGHTING POLE COMPLETE (SINGLE ARM, WALL MT, ALUM, 35') 7 EA 3, $26, $ 2, $17, $3, $27, LIGHTING POLE COMPLETE (SINGLE ARM, BRIDGE MOUNT, AL, 35') 36 EA 2, $79, $ 2, $75, $2, $81, LIGHTING POLE COMPLETE (SINGLE ARM, BRIDGE MOUNT, AL, 45') 5 EA 2, $13, $ 2, $13, $2, $13, RAMP PLAZA- RAMP D-1 1 LS 808, $808, $ 600, $600, $900, $900, GANTRY- RAMP I 1 LS 999, $999, $ 150, $150, $285, $285, 'X4'X4' CONCRETE MANHOLE (F&I) 6 EA 4, $29, $ 3, $18, $5, $32, 'X6.5'X6.5' CONCRETE MANHOLE (F&I) 2 EA 6, $13, $ 4, $9, $7, $14,140.00

8 BID TABULATION - BID OPENING JULY 9, 2012, 1:30 PM. OPTION 4 - RAMP H AND RAMP I BRIDGES DESIGN-BUILD Astaldi Construction Corp. SEMA Construction Lane Construction 'X6.5'X6.5' CONCRETE MANHOLE (DOGHOUSE) (F&I) 6 EA 6, $40, $ 4, $26, $7, $47, TUBULAR ROUTE MARKER 9 EA $1, $ $ $86.00 $ RAMP H BRIDGE DESIGN BUILD 1 LS 12,332, $12,332, $ 18,000, $18,000, $15,800, $15,800, RAMP I BRIDGE DESIGN BUILD 1 LS 6,744, $6,744, $ 8,000, $8,000, $7,919, $7,919, ALLOWANCE FOR DISPUTES REVIEW BOARD N/A N/A $30, $30, $30, WORK ORDER ALLOWANCE N/A N/A $300, $300, $300, $65,919, $69,777, $71,690, Denotes Corrected Bid Amount

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