BID ITEM ESTIMATED UNIT TOTAL UNIT TOTAL UNIT TOTAL UNIT TOTAL NO. QUANTITY UNIT ITEM COST COST COST COST COST COST COST COST

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1 PAGE 1 BID OPENING: JULY 27, 2010 ENGINEER'S ESTIMATE: $18,092, CONTRACT NO SPEEDWAY BOULEVARD, CAMINO SECO TO HOUGHTON ROAD IMPROVEMENTS *FOR A MORE DETAILED ITEM DESCRIPTION* *REFER TO PROPOSAL IN SPECIFICATION BOOK* NAC CONSTRUCTION EAGLE ROCK BORDERLAND CONSTRUCTION MARKHAM BID ITEM ESTIMATED UNIT TOTAL UNIT TOTAL UNIT TOTAL UNIT TOTAL NO. QUANTITY UNIT ITEM COST COST COST COST COST COST COST COST F.A. PARTNERING , , , , HR RESTAKING FEES $ MARKET PRICE ADJUSTMENT , , , , L.SUM CLEARING AND GRUBBING 6, , , , , , , , L.SUM REMOVAL OF STRUCTURAL CONCRETE 3, , , , , , , , F.A. REMOVAL OF UNKNOWN STRUCTURES AND OBSTRUCTIONS , , , , L.FT. REMOVAL OF CONCRETE CURB AND GUTTER , , , , SQ.FT. REMOVAL OF CONCRETE SIDEWALKS, DRIVEWAYS AND SLABS , , , , SQ.YD. REMOVAL OF ASPHALTIC CONCRETE PAVEMENT , , , , L.FT. REMOVAL OF PIPE (SANITARY SEWER) , , , , L.FT. REMOVAL OF PIPE (STORM DRAIN)(CMP) , , , , SQ.YD. REMOVE RIPRAP , , SQ.YD. REMOVE GROUTED RIPRAP , EACH REMOVE, SALVAGE, AND RELOCATE MAILBOX , , EACH REMOVE AND SALVAGE POST BARRICADES L.FT. REMOVE AND SALVAGE GUARD RAIL , , , L.FT. REMOVE AND SALVAGE FENCE , , L.FT. REMOVE EXISTING BLOCK WALL (& RECONSTRUCT END) , EACH REMOVE EXISTING PIPE HEADWALL , , , , L.FT. REMOVAL OF HANDRAIL & BRIDGE RAILING , , , , SQ.YD. REMOVE (CONCRETE CHANNEL LINING) , , , , CU.YD. ROADWAY EXCAVATION , , , , CU.YD. DRAINAGE EXCAVATION , , , , CU.YD. AGGREGATE BASE , , , , TON BITUMINOUS TACK COAT 1, , , , , F.A. ASPHALTIC CONCRETE (MIX NO. 1)TEMPORARY , , , , TON ASPHALTIC CONCRETE (MIX NO. 1) ,005, , , , TON ASPHALTIC CONCRETE (MIX NO.2) , , , , TON ASPHALTIC CONCRETE (ASPHALT-RUBBER) , , , , L.FT. PIPE, CORRUGATED METAL, 24" , , , , L.FT. PIPE, CORRUGATED METAL, 36" , , , , L.FT. PIPE, REINFORCED CONCRETE, CLASS II, 24" , , , , L.FT. PIPE, REINFORCED CONCRETE, CLASS III, 24" , , , , L.FT. PIPE, REINFORCED CONCRETE, CLASS IV, 24" , , , , L.FT. PIPE, REINFORCED CONCRETE, CLASS II, 30" , , , , L.FT. PIPE, REINFORCED CONCRETE, CLASS III, 30" , , , , L.FT. PIPE, REINFORCED CONCRETE, CLASS IV, 30" , , , , L.FT. PIPE, REINFORCED CONCRETE, CLASS II, 36" , , , , L.FT. PIPE, REINFORCED CONCRETE, CLASS III, 36" , , , , L.FT. PIPE, REINFORCED CONCRETE, CLASS II, 42" , , , , L.FT. PIPE, REINFORCED CONCRETE, CLASS III, 42" , , , ,480.00

2 PAGE 2 NAC CONSTRUCTION EAGLE ROCK BORDERLAND CONSTRUCTION MARKHAM BID ITEM ESTIMATED UNIT TOTAL UNIT TOTAL UNIT TOTAL UNIT TOTAL NO. QUANTITY UNIT ITEM COST COST COST COST COST COST COST COST L.SUM CONCRETE COLLAR 1, , , , , , EACH CONCRETE CATCH BASIN (CB 104) 5, , , , , , , , EACH CONCRETE CATCH BASIN (STD.308)SUMP ONLY 3, , , , , , , , EACH CONCRETE CATCH BASIN (STD.309) 4, , , , , , , , EACH CONCRETE CATCH BASIN (STD.308) 4' WING, SINGLE 4, , , , , , , , EACH CONCRETE CATCH BASIN (STD.308) 4' WING, DOUBLE 5, , , , , , , , EACH CONCRETE CATCH BASIN (STD.308) 8' WING, SINGLE 5, , , , , , , , EACH CONCRETE CATCH BASIN (STD.308) 12' WING, SINGLE 5, , , , , , , , EACH CONCRETE CATCH BASIN (STD.308) 12' WING, DOUBLE 8, , , , , , , , EACH CONCRETE CATCH BASIN (STD.308) 16' WING, SINGLE 7, , , , , , , , EACH CONCRETE CATCH BASIN (STD.308) 16' WING, DOUBLE 10, , , , , , , , EACH CONCRETE CATCH BASIN (DETAIL DC, DQ, & DU) 6, , , , , , , , EACH CONCRETE CATCH BASIN (DETAIL DD) 17, , , , , , , , EACH CONCRETE CATCH BASIN (DETAIL DE) 10, , , , , , , , EACH CONCRETE CATCH BASIN (DETAIL DF) 8, , , , , , , , EACH CONCRETE CATCH BASIN (DETAIL DL) 9, , , , , , , , L.SUM CONCRETE CATCH BASIN (DETAIL DP) 29, , , , , , , , EACH CONCRETE CATCH BASIN (DETAIL DS) 15, , , , , , , , EACH CONCRETE CATCH BASIN (DETAIL DT) 20, , , , , , , , EACH CONCRETE CATCH BASIN (DETAIL DZ) 12, , , , , , , , EACH CONCRETE CATCH BASIN (DETAIL DAA) 7, , , , , , , , EACH CONCRETE CATCH BASIN (DETAIL DAG) 7, , , , , , , , EACH CONCRETE CATCH BASIN (DETAIL DAI) 11, , , , , , , , EACH CONCRETE CATCH BASIN (DETAIL DAJ) 12, , , , , , , , EACH CONCRETE CATCH BASIN (DETAIL DAK) 17, , , , , , , , L.FT. SIDEWALK SCUPPER, TYPE 1 (STD 204) , , , EACH SIDEWALK SCUPPER, TYPE 3 (STD 205.5) 2, , , , , , , , L.SUM SCUPPERS, DETAIL DAF(REMOVE & CAP EXIST, 3 NEW INLETS) 7, , , , , , , , L.FT. SPILLWAY (DETAIL DI) , , , EACH MANHOLE (STD. 302) (STORM DRAIN) 3, , , , , , , , EACH FLOW MANAGEMENT PLANS , , , , , F.A. SEWER BYPASS PUMPING , , , , L.FT. SEWER PIPE (8")(DUCTILE IRON) , , , , F.A. RECONSTRUCT HOUSE CONNECTION SEWER , , , , EACH MANHOLE FRAME AND COVER (WATERPROOF)(STD. WWM 213.2) , , , , EACH RESET FRM & COVER FOR MANHOLE (SEWER) (CLASS S , , , , EACH RESET FRAME AND COVER FOR CLEAN OUT (CLASS S CONC. COLLAR) L.FT. RECONSTRUCT MANHOLE (STD. WWM 305) (SEWER) , , , , , EACH MANHOLE (WWM 209) (SEWER) 4, , , , , , , , EACH UNPAVED AREA CONCRETE COLLAR (STD. WWM 212) , , , , SQ.YD. PAVEMENT REPLACEMENT FOR NEW WATER MAINS , , , , L.FT. PIPE, DUCTILE IRON, 4" (CLASS 350) , , , , L.FT. PIPE, DUCTILE IRON, 6" (CLASS 350) , , , , L.FT. PIPE, DUCTILE IRON, 8" (CLASS 350) , , , , L.FT. PIPE, DUCTILE IRON, 24" (CLASS 350) , , , , L.FT. PIPE, 4" PVC (CLASS 305) , , , , L.FT. PIPE, 6" PVC (CLASS 305) , , , , L.FT. PIPE, 8" PVC (CLASS 305) , , , , L.FT. PIPE, COPPER, 3/4", W/FITTINGS L.FT. PIPE, COPPER, 1", W/FITTINGS , , , , L.FT. PIPE, COPPER, 1 1/2" W/ FITTINGS , , ,200.00

3 PAGE 3 NAC CONSTRUCTION EAGLE ROCK BORDERLAND CONSTRUCTION MARKHAM BID ITEM ESTIMATED UNIT TOTAL UNIT TOTAL UNIT TOTAL UNIT TOTAL NO. QUANTITY UNIT ITEM COST COST COST COST COST COST COST COST L.FT. PIPE, COPPER, 2", W/FITTINGS , , , , EACH TAPPING SLEEVE & VALVE, 6"X 6" 2, , , , , , , , EACH TAPPING SLEEVE & VALVE, 12"X 6" 2, , , , , , , , EACH TAPPING SLEEVE & VALVE, 12"X 8" 2, , , , , , , , EACH VALVE, GATE 4", BOX & COVER , , EACH VALVE, GATE 6", BOX & COVER , , , , , EACH VALVE, GATE 8", BOX & COVER 1, , , , , , , , EACH COMBINATION AIR RELEASE VALVE (ARV) 1" , , , , EACH COMBINATION AIR RELEASE VALVE (ARV) 2" 2, , , , , , , , EACH REMOVAL OF EXISTING VALVE AND PLUG FLANGE END , , , , , EACH DRAIN VALVE ASSEMBLY , , EACH ADJUST EXISTING VALVE BOX AND COVER (CLASS S CONC. COLLAR) , , , , EACH FIRE HYDRANT 2, , , , , , , , L.FT. CONCRETE CAP , , , , L.FT. REMV & DISPOSE NON-CEMENT ASBESTOS (CA) WATER PIPE 10" & SMALLER , , , , L.FT. REMV & DISPOSE NON-CEMENT ASBESTOS (CA) WATER PIPE 12" & LARGER , , , , L.FT. REMOVE & DISPOSE CEMENT ASBESTOS (CA) WATER PIPE 10" & SMALLER , , , , EACH REMOVE & DISPOSE EXISTING FIRE HYDRANT , , , , EACH CONNECTIONS, 4" , , , , EACH CONNECTIONS, 6" , , , , , , EACH CONNECTIONS, 8" , , , , , , EACH NEW 24" DI TO EXISTING CCP 5, , , , , , , , EACH CORROSION REPORT 5, , , , , , , , EACH CORROSION TEST STATION (CTS), NEW, BELOW GROUND , , , , , , , EACH FLANGE INSULATING KIT (FIK), 24" , , , , EACH TIE OVER (T), 1" , , , , EACH TIE OVER (T), 2" 1, , , , , , EACH METER RELOCATION, SERVICE LINE RENEWAL (M/R), 1 " , , , , EACH METER RELOCATION, SERVICE LINE RENEWAL (M/R), 1 1/2" , , , , EACH METER RELOCATION, SERVICE LINE RENEWAL (M/R), 2" 1, , , , , , , , EACH METER ADJUSTMENT (M/A), 1" EACH STUB(S) 2" , , , , L.FT. TEMPORARY HIGHLINE (BYPASS) 4" , , , , L.FT. PIPE, DUCTILE IRON, 16" (CLASS 350) (RECLAIMED) , , , , L.FT. PIPE, 12" PVC (CLASS 305) (RECLAIMED) , , , , L.FT. PIPE, COPPER, 1", W/FITTINGS (RECLAIMED) , L.FT. PIPE, COPPER, 2", W/FITTINGS (RECLAIMED) , , , , EACH GATE VALVE, 16" (RECLAIMED) 6, , , , , , , , EACH COMBINATION AIR RELEASE VALVE (ARV) 1" (RECLAIMED) , , EACH COMBINATION AIR RELEASE VALVE (ARV) 2" (RECLAIMED) 1, , , , , , , , EACH ADJ. EXISTING VALVE BOX & COVER (RECL. WATER) (CLASS S CONC. COLLAR) , , , , L.FT. CONCRETE CAP (RECLAIMED WATER)(5' WIDE) , , , , L.FT. REMV & DISPS NON-CEMENT ASBESTOS (CA) WATER PIPE 12" & LRGR (RECLAIMED) , , , , L.FT. REMOVE & DISPOSE OF 32" STEEL CASING (RECLAIMED) EACH CONNECTIONS, 12" (RECLAIMED) 1, , , , , , , EACH NEW 16" DI TO EXISTING DI (RECLAIMED) 1, , , , , , , , EACH CORROSION TEST STATION (CTS), NEW, BELOW GROUND (RECLAIMED) , , , , , , , EACH CORROSION TEST STATION (CTS), REMOVE & SPLICE (RECLAIMED) , , , , , , , F.A. UTILITY POTHOLING BY TRENCHING , , , , EACH HEADWALL (PIPE INLET) 4, , , , , , , , EACH HEADWALL (PIPE INLET) 4, , , , , , , ,200.00

4 PAGE 4 NAC CONSTRUCTION EAGLE ROCK BORDERLAND CONSTRUCTION MARKHAM BID ITEM ESTIMATED UNIT TOTAL UNIT TOTAL UNIT TOTAL UNIT TOTAL NO. QUANTITY UNIT ITEM COST COST COST COST COST COST COST COST EACH HEADWALL (PIPE OUTLET) 6, , , , , , , , EACH HEADWALL (PIPE INLET) 6, , , , , , , , EACH HEADWALL (PIPE OUTLET) 6, , , , , , , , EACH HEADWALL (PIPE OUTLET) 9, , , , , , , , L.FT. REINFORCED CONCRETE BOX CULVERT (1-10' X 4')(EXTENSION) , , , , L.SUM WINGWALLS & OUTLET APRON (RCBC 6 - OUTLET) 9, , , , , , , , L.FT. REINFORCED CONCRETE BOX CULVERT (2-10' X 5') , , , , L.SUM WINGWALLS & OUTLET APRON (RCBC 3 - INLET & OUTLET) 35, , , , , , , , L.FT. REINFORCED CONCRETE BOX CULVERT (3-10' X 5') 1, , , , , , , L.SUM WINGWALLS & OUTLET APRON (RCBC 2 - INLET & OUTLET) 37, , , , , , , , L.FT. REINFORCED CONCRETE BOX CULVERT (4-10' X 4') 1, , , , , , , , L.SUM WINGWALLS & OUTLET APRON (RCBC 5 - INLET & OUTLET) 24, , , , , , , , L.FT. REINFORCED CONCRETE BOX CULVERT (4-10' X 6') 1, , , , , , , , L.SUM WINGWALLS & OUTLET APRON (RCBC 4 - INLET & OUTLET) 29, , , , , , , , EACH PIPE CONNECTION TO NEW BOX CULVERT (DETAIL DA) , , , , , , L.FT. SIGN POST (P1) , , , , EACH SIGN POST (P1) FOUNDATION , , , , EACH RELOCATE SIGNS (NEIGHBORHOOD WATCH) , SQ.FT. WARNING SIGN PANEL , , , , SQ.FT. REGULATORY SIGN PANEL , , , , SQ.FT. GUIDE SIGN PANEL & SPECIAL SIGNS , , , , EACH PUSH BUTTON PLACARD , EACH STREET NAME SIGNS (PC/COT SIGNING STDS SHT 9-22) , , , , L.SUM MAINTENANCE AND PROTECTION OF TRAFFIC 18, , , , , , , , $ FURNISH AND INSTALL TEMPORARY TRAFFIC CONTROL DEVICES , , , , L.FT. TEMPORARY CONCRETE BARRIER (INSTALLATION OR REMOVAL) , , , , L.FT/DAY TEMPORARY CONCRETE BARRIER (IN USE) , , , , L.FT. PAVEMENT MARKING (WHITE SPRAYED THERMOPLASTIC) (0.060") , , , , L.FT. PAVEMENT MARKING (YELLOW SPRAYED THERMOPLASTIC) (0.060") , , , , L.FT. PAVEMENT MARKING (TRANSVERSE) (THERMOPLASTIC) (ALKYD)(0.090") , , , , EACH PAVEMENT LEGEND (ONLY) , , , , EACH PAVEMENT SYMBOL , , , , EACH PAVEMENT MARKER, RAISED, BLUE, TYPE F EACH PAVEMENT MARKER, RAISED, TYPE C , , , , EACH PAVEMENT MARKER, RAISED, TYPE D , , , EACH PAVEMENT MARKER, RAISED, TYPE G , , , , EACH PAVEMENT MARKER, RAISED, TYPE H , , , , L.FT. ELECTRICAL CONDUIT(INSTALL 2" RISER)(COX) , , L.FT. ELECTRICAL CONDUIT(2-1/2" RIGID METAL RISER)(TEP SR-220) , EACH ELECTRICAL CONDUIT(2-1/2" RIGID METAL BEND)(TEP SR-220) , L.FT. ELECTRICAL CONDUIT(4" RIGID METAL RISER)(TEP SR-220) , EACH ELECTRICAL CONDUIT(4" RIGID METAL BEND)(TEP SR-220) , L.FT. ELECTRICAL CONDUIT(4" RIGID METAL RISER)(INET) , , , , L.FT. ELECTRICAL CONDUIT(INSTALL 4" RISER)(QWEST) L.FT. ELECTRICAL CONDUIT(INSTALL 4" RISER)(COX) , EACH ELECTRICAL CONDUIT(4" RIGID METAL BEND)(INET) , L.FT. ELECTRICAL CONDUIT(6" RIGID METAL RISER)(TEP SR-220) , , , , EACH ELECTRICAL CONDUIT(6" RIGID METAL BEND)(TEP SR-220) , , , , L.FT. ELECTRICAL CONDUIT(2")(INSTALL)(COX) , , , , L.FT. ELECTRICAL CONDUIT(2-1/2")(TEP) , , , , L.FT. ELECTRICAL CONDUIT(2-1/2")(INSTALL)(COX)

5 PAGE 5 NAC CONSTRUCTION EAGLE ROCK BORDERLAND CONSTRUCTION MARKHAM BID ITEM ESTIMATED UNIT TOTAL UNIT TOTAL UNIT TOTAL UNIT TOTAL NO. QUANTITY UNIT ITEM COST COST COST COST COST COST COST COST L.FT. ELECTRICAL CONDUIT(4") (TEP) , , , , L.FT. ELECTRICAL CONDUIT(4") (INET) , , , , L.FT. ELECTRICAL CONDUIT(4")(INSTALL) (QWEST) , , , , L.FT. ELECTRICAL CONDUIT(4")(INSTALL) (COX) , , , , L.FT. ELECTRICAL CONDUIT(6")(TEP) , , , , L.FT. CONCRETE ENCASEMENT FOR UTILITY DUCTS(2-6" TEP) , , , , L.FT. CONCRETE ENCASEMENT FOR UTILITY DUCTS(OVER RCBC) , , , , EACH BOX PAD (TEP SR-240) 1, , , , , , , , EACH PME TRANSFORMER PAD (TEP SR-209)(SINGLE PHASE) , , , , , , EACH CAPACITOR PAD (TEP SR-233 FIGURE 1) , , , , EACH JUNCTION CABINET BASE (J1) (TEP SR-235) , , , , , EACH JUNCTION CABINET BASE (J2) (TEP SR-234) , , , , , EACH INSTALL PEDESTAL (COX) , , , , , EACH INSTALL 10K VAULT (COX) , , , , , EACH INSTALL POWER SUPPLY CABINET & PAD (COX) 2, , , , , , EACH INSTALL FIBER NODE CABINET & PAD (COX) 2, , , , , , EACH PULL BOX (TEP SR-225 TYPE B) 9, , , , , , , , EACH PULL BOX (PENCELL) (INET) , , , , , , L.FT. TRENCHING (UTILITY CONDUIT) , , , , EACH POLE (TYPE A) , , , , EACH POLE (STRAIN POLE) 2, , , , , , , , EACH POLE (TYPE G) 1, , , , , , , , EACH POLE (TYPE Q) 2, , , , , , , , EACH POLE (T 445,TYPE B WITH ARM) 1, , , , , , , , EACH POLE (RELOCATE TYPE E, T 446) EACH POLE FOUNDATION (TYPE A) , , , , EACH POLE FOUNDATION (STRAIN POLE) 1, , , , , , , , EACH POLE FOUNDATION (TYPE G) , , , , EACH POLE FOUNDATION (TYPE Q) 2, , , , , , , , EACH POLE FOUNDATION (T 445) , , , , EACH POLE FOUNDATION (T 445)(MODIFIED)(DETAIL A) 1, , , , , EACH POLE FOUNDATION (T 446) , , , , EACH MAST ARM (15 FT.)(TAPERED) EACH MAST ARM (20 FT.)(TAPERED) , , , , EACH MAST ARM (30 FT.) (TAPERED) 1, , , , , , , , EACH MAST ARM (35 FT.) (TAPERED) 1, , , , , , , , EACH MAST ARM (40 FT.) (TAPERED) 2, , , , , , , , L.FT. ELECTRICAL CONDUIT (1 1/2")(PVC)(LIGHTING & SIGNALS) , , , , L.FT. ELECTRICAL CONDUIT (2") (PVC)(LIGHTING & SIGNALS) , , , , L.FT. ELECTRICAL CONDUIT (2 1/2") (PVC)(SIGNALS) , , , L.FT. ELECTRICAL CONDUIT (3") (PVC)(LIGHTING & SIGNALS) , , , , L.FT. ELECTRICAL CONDUIT (4") (PVC)(TRAFFIC SIGNALS) , , , , EACH ELECTRICAL SERVICE INSTALLATION 1, , , , , , , , EACH PULL BOX (NO. 3 1/2) , , , , EACH PULL BOX (NO. 7) , , , , EACH PULL BOX (NO. 7) (WITH EXTENSION) , , , , L.FT. CONDUCTORS (BARE BOND)(NO. 8)(STREET LIGHTING) , , , , L.SUM CONDUCTORS (HAWK SIGNAL AT SPEEDWAY & CUMMINGS) 4, , , , , , , , L.SUM CONDUCTORS (TRAFFIC SIGNAL AT SPEEDWAY & HARRISON) 11, , , , , , , , L.SUM CONDUCTORS (HAWK SIGNAL AT SPEEDWAY & SCHRADER) 4, , , , , , , , L.SUM CONDUCTORS (TRAFFIC SIGNAL AT SPEEDWAY & HOUGHTON) 9, , , , , , , ,200.00

6 PAGE 6 NAC CONSTRUCTION EAGLE ROCK BORDERLAND CONSTRUCTION MARKHAM BID ITEM ESTIMATED UNIT TOTAL UNIT TOTAL UNIT TOTAL UNIT TOTAL NO. QUANTITY UNIT ITEM COST COST COST COST COST COST COST COST L.FT. CONDUCTORS (NO. 6 THW)(STREET LIGHT SYSTEM) , , , , L.FT. CONDUCTORS (4 CONDUCTOR SHIELDED CABLE) (INTERCONNECT) , , , , EACH TRAFFIC SIGNAL FACE (TYPE F) , , , , EACH TRAFFIC SIGNAL FACE (TYPE F, MODIFIED)(HAWK SIGNAL) , , , , EACH TRAFFIC SIGNAL FACE (TYPE Q) , , , , EACH TRAFFIC SIGNAL FACE (TYPE Q)(MODIFIED) 1, , , , , EACH TRAFFIC SIGNAL FACE (PEDESTRIAN) (MAN/HAND) , , , , EACH PEDESTRIAN PUSH BUTTON (2" ADA) , , , , EACH TRAFFIC SIGNAL MOUNTING ASSEMBLY (TYPE II) , , , , EACH TRAFFIC SIGNAL MOUNTING ASSEMBLY (TYPE V) , , , , EACH TRAFFIC SIGNAL MOUNTING ASSEMBLY (TYPE VI) , , , , EACH TRAFFIC SIGNAL MOUNTING ASSEMBLY (TYPE VII) , , , , EACH TRAFFIC SIGNAL MOUNTING ASSEMBLY (TYPE XI) , , , , EACH TRAFFIC SIGNAL MOUNTING ASSEMBLY (TERM HANGER) , , , , L.SUM REMOVE AND SALVAGE TRAFFIC SIGNALS 4, , , , , , , , L.SUM SPAN WIRE (INTERSECTION AT SPEEDWAY & HOUGHTON) 4, , , , , , , , EACH BEACON , , , , EACH PRE-EMPT SENSOR 2, , , , , EACH PHOTO ELECTRIC CELL EACH CONTROL CABINET (TYPE V)(INSTALL, CITY SUPPLIED) , , , , EACH CONTROL CABINET FOUNDATION , , , , EACH METER SERVICE PEDESTAL CABINET 1, , , , , , , , EACH SERVICE PEDESTAL FOUNDATION , , , , EACH VIDEO DETECTION SYSTEM (INSTALL, CITY SUPPLIED) 1, , , , , , , , EACH LUMINAIRE (HORIZONTAL MOUNT) (HPS 400 WATT, 120V, 1PH) , , , , EACH SIGN BANDS (FOR POLE MOUNTS) , , , , EACH INTERNALLY ILLUMINATED STREET NAME SIGN 1, , , , , , , , EACH LOAD CENTER CABINET (TYPE 1) 11, , , , , , , , L.SUM MAINTAIN EXISTING TRAFFIC SIGNAL & LIGHTING SYSTEMS 3, , , , , , , , L.SUM TEMPORARY TRAFFIC SIGNALS 11, , , , , , , , SQ.YD. LANDSCAPE GRADING , , , , SQ.YD. DECOMPOSED GRANITE SURFACING , , , , SQ.YD. SEEDING - CLASS II - SEED MIX A , , , , EACH TREE - NURSERY STOCK - 15 GALLON , , , , EACH TREE STAKING AND GUYING (2 STAKES PER TREE) , , , , EACH SHRUB - NURSERY STOCK - 1 GALLON SIZE , , , , EACH SHRUB - NURSERY STOCK - 5 GALLON SIZE , , , , EACH ACCENT PLANT - NURSERY STOCK - 5 GALLON SIZE , , , , EACH SAGUARO CACTUS FROM OFF-SITE SOURCES (4' - 6') L.SUM LANDSCAPE ESTABLISHMENT 11, , , , , , , , F.A. MISC WORK (LANDSCAPE ESTABLISHMENT) , , , , EACH PROVIDE WATER SERVICE (NEW 1 1/2" METER - IRRIGATION) 1, , , , , , , , EACH SPIN FILTER - 2" 1, , , , , , , , EACH MASTER VALVE ASSEMBLY - 1 1/4" SIZE 1, , , , , , EACH CONTROLLER IN SECURITY CABINET - 24 STATION 16, , , , , , , , L.SUM ELECTRICAL SERVICE TO IRRIGATION CONTROLLER 1, , , , , , , , L.SUM TELEPHONE SERVICE TO IRRIGATION CONTROLLER / CCU , , , , EACH BALL / ISOLATION VALVE ASSEMBLY - 1-1/2" , , , , EACH DRIP ZONE REMOTE CONTROL VALVE ASSEMBLY - 1" , , , , L.FT. PIPE, PVC, SCHEDULE 40 (1")(MAINLINE) , , , , L.FT. PIPE, PVC, SCHEDULE 40 (1 1/2")(MAINLINE) , , , ,025.60

7 PAGE 7 NAC CONSTRUCTION EAGLE ROCK BORDERLAND CONSTRUCTION MARKHAM BID ITEM ESTIMATED UNIT TOTAL UNIT TOTAL UNIT TOTAL UNIT TOTAL NO. QUANTITY UNIT ITEM COST COST COST COST COST COST COST COST L.FT. PIPE, PVC, SCHEDULE 40 (2")(MAINLINE) , , , , L.FT. PIPE, PVC, SCHEDULE 40 (3/4")(LATERAL) , , , , L.FT. PIPE, PVC, SCHEDULE 40 (1")(LATERAL) , , , , L.FT. PIPE (SLEEVE) PVC, SCHEDULE 40 (2") , , , , L.FT. PIPE (SLEEVE) PVC, SCHEDULE 40 (4") , , , , EACH MULTI-OUTLET DRIP EMITTER ASSEMBLY , , , , EACH FLUSH CAP ASSEMBLY , , , , EACH SALVAGE NATIVE TREE - 66" BOX , EACH SALVAGE NATIVE TREE - 60" BOX EACH SALVAGE NATIVE TREE - 54" BOX EACH SALVAGE NATIVE TREE - 48" BOX EACH SALVAGE NATIVE TREE - 42" BOX , , , , EACH SALVAGE NATIVE TREE - 36" BOX EACH SALVAGE NATIVE TREE - 30" BOX , , , , EACH SALVAGE NATIVE TREE - 24" BOX , , , , EACH SALVAGE SAGUARO SPEAR (<6 FT.) EACH SALVAGE BARREL CACTUS , EACH SALVAGE YUCCA , , , , EACH REPLANT SALVAGED NATIVE TREE - 66" BOX EACH REPLANT SALVAGED NATIVE TREE - 60" BOX EACH REPLANT SALVAGED NATIVE TREE - 54" BOX EACH REPLANT SALVAGED NATIVE TREE - 48" BOX EACH REPLANT SALVAGED NATIVE TREE - 42" BOX , , , , EACH REPLANT SALVAGED NATIVE TREE - 36" BOX EACH REPLANT SALVAGED NATIVE TREE - 30" BOX , , , , EACH REPLANT SALVAGED NATIVE TREE/SHRUB - 24" BOX , , , , EACH REPLANT SALVAGED SAGUARO SPEAR (<6 FT.) EACH REPLANT SALVAGED BARREL CACTUS , EACH REPLANT SALVAGED YUCCA , , , , L.SUM ESTABLISH / REMOVE TEMPORARY HOLDING NURSERY 11, , , , , , , , MO. OPERATE TEMPORARY HOLDING NURSERY 1, , , , , L.SUM AZPDES SWPPP 55, , , , , , , , $ AZPDES SWPPP MODIFICATIONS , , , , L.SUM MOBILIZATION 164, , , , , , ,465, ,465, L.FT. BARBED WIRE FENCE , , , , L.FT. CONCRETE CURB (STD. 209)(VERTICAL)(TYPE 2) , , , , L.FT. CONCRETE CURB (COT/PC STD. 209) (24" WEDGE) , , , , L.FT. CONCRETE CURB AND GUTTER (STD. 209) , , , , EACH CONCRETE TRANSITION CURB (STD. 210) , , , , EACH CONCRETE TRANSITION CURB (DETAIL B) SQ.FT. CONCRETE SIDEWALK (STD. NO. 200) , , , , SQ.FT. CONCRETE BUS PAD (6") , , , , EACH CURB ACCESS RAMP (STD. NO SHEET 4C OF 5 ) , , , , , , EACH CURB ACCESS RAMP (STD. NO SHEET 4B OF 5 ) , , , , EACH CURB ACCESS RAMP (STD. NO SHEET 4A OF 5 ) , , , , , EACH CURB ACCESS RAMP (DETAIL C ) , , , , , EACH CURB ACCESS RAMP (DETAIL F ) , , , SQ.FT. TRUNCATED DOMES , , , , SQ.FT. CONCRETE DRIVEWAYS (STD. 206) , , , , L.FT. CONCRETE HEADER (STD. 213) , , , , L.FT. CONCRETE FORD WALL , , , ,200.00

8 PAGE 8 NAC CONSTRUCTION EAGLE ROCK BORDERLAND CONSTRUCTION MARKHAM BID ITEM ESTIMATED UNIT TOTAL UNIT TOTAL UNIT TOTAL UNIT TOTAL NO. QUANTITY UNIT ITEM COST COST COST COST COST COST COST COST EACH SURVEY MONUMENT (STD. 103) , , , , EACH FRAME & COVER FOR SURVEY MONUMENT , , , SQ.YD. SHOTCRETE (4") , , , , SQ.YD. SHOTCRETE (6") , , , , CU.YD. RIPRAP (DUMPED) , , , , CU.YD. RIPRAP (GABIONS) , , , , CU.YD. RIPRAP (GROUTED) , , , , L.FT. CONCRETE CUT-OFF WALL , , , , SQ.FT. RETAINING WALLS , , , , SQ.YD. CONCRETE CHANNEL LINING (6") , , , , $ MISC. WORK (MINOR ALTERATIONS IN DETAILS OF CONSTRUCTION) , , , , L.SUM CONTRACTOR QUALITY CONTROL 90, , , , , , , , L.SUM MISCELLANEOUS WORK (COORDINATION WITH ARTISTS) 1, , , , , , , , L.SUM ENGINEERS FIELD OFFICE 23, , , , , , , , SQ.FT. PRECAST CONCRETE UNIT PAVERS , , , , L.FT. CONCRETE HEADER (6"X 6")(LANDSCAPE) , , , , L.FT. METAL HANDRAIL (STD DETAIL DN) , , , , L.FT. METAL HANDRAIL (DETAIL DAE) , , , , TOTAL BID 13,937, ,336, ,712, ,523,800.00

9 PAGE 9 BID OPENING: JULY 27, 2010 ENGINEER'S ESTIMATE: $18,092, CONTRACT NO SPEEDWAY BOULEVARD, CAMINO SECO TO HOUGHTON ROAD IMPROVEMENTS *FOR A MORE DETAILED ITEM DESCRIPTION* *REFER TO PROPOSAL IN SPECIFICATION BOOK* MERIDIAN ENGINEERING HUNTER CONSTRUCTION ENGINEER'S ESTIMATE BID ITEM ESTIMATED NO. QUANTITY UNIT ITEM F.A. PARTNERING HR RESTAKING FEES $ MARKET PRICE ADJUSTMENT L.SUM CLEARING AND GRUBBING L.SUM REMOVAL OF STRUCTURAL CONCRETE F.A. REMOVAL OF UNKNOWN STRUCTURES AND OBSTRUCTIONS L.FT. REMOVAL OF CONCRETE CURB AND GUTTER SQ.FT. REMOVAL OF CONCRETE SIDEWALKS, DRIVEWAYS AND SLABS SQ.YD. REMOVAL OF ASPHALTIC CONCRETE PAVEMENT L.FT. REMOVAL OF PIPE (SANITARY SEWER) L.FT. REMOVAL OF PIPE (STORM DRAIN)(CMP) SQ.YD. REMOVE RIPRAP SQ.YD. REMOVE GROUTED RIPRAP EACH REMOVE, SALVAGE, AND RELOCATE MAILBOX EACH REMOVE AND SALVAGE POST BARRICADES L.FT. REMOVE AND SALVAGE GUARD RAIL L.FT. REMOVE AND SALVAGE FENCE L.FT. REMOVE EXISTING BLOCK WALL (& RECONSTRUCT END) EACH REMOVE EXISTING PIPE HEADWALL L.FT. REMOVAL OF HANDRAIL & BRIDGE RAILING SQ.YD. REMOVE (CONCRETE CHANNEL LINING) CU.YD. ROADWAY EXCAVATION CU.YD. DRAINAGE EXCAVATION CU.YD. AGGREGATE BASE TON BITUMINOUS TACK COAT F.A. ASPHALTIC CONCRETE (MIX NO. 1)TEMPORARY TON ASPHALTIC CONCRETE (MIX NO. 1) TON ASPHALTIC CONCRETE (MIX NO.2) TON ASPHALTIC CONCRETE (ASPHALT-RUBBER) L.FT. PIPE, CORRUGATED METAL, 24" L.FT. PIPE, CORRUGATED METAL, 36" L.FT. PIPE, REINFORCED CONCRETE, CLASS II, 24" L.FT. PIPE, REINFORCED CONCRETE, CLASS III, 24" L.FT. PIPE, REINFORCED CONCRETE, CLASS IV, 24" L.FT. PIPE, REINFORCED CONCRETE, CLASS II, 30" L.FT. PIPE, REINFORCED CONCRETE, CLASS III, 30" L.FT. PIPE, REINFORCED CONCRETE, CLASS IV, 30" L.FT. PIPE, REINFORCED CONCRETE, CLASS II, 36" L.FT. PIPE, REINFORCED CONCRETE, CLASS III, 36" L.FT. PIPE, REINFORCED CONCRETE, CLASS II, 42" L.FT. PIPE, REINFORCED CONCRETE, CLASS III, 42" UNIT TOTAL UNIT TOTAL UNIT TOTAL COST COST COST COST COST COST , , , (150.00) 0.00 (150.00) , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , ,910.00

10 PAGE 10 MERIDIAN ENGINEERING HUNTER CONSTRUCTION ENGINEER'S ESTIMATE BID ITEM ESTIMATED NO. QUANTITY UNIT ITEM L.SUM CONCRETE COLLAR EACH CONCRETE CATCH BASIN (CB 104) EACH CONCRETE CATCH BASIN (STD.308)SUMP ONLY EACH CONCRETE CATCH BASIN (STD.309) EACH CONCRETE CATCH BASIN (STD.308) 4' WING, SINGLE EACH CONCRETE CATCH BASIN (STD.308) 4' WING, DOUBLE EACH CONCRETE CATCH BASIN (STD.308) 8' WING, SINGLE EACH CONCRETE CATCH BASIN (STD.308) 12' WING, SINGLE EACH CONCRETE CATCH BASIN (STD.308) 12' WING, DOUBLE EACH CONCRETE CATCH BASIN (STD.308) 16' WING, SINGLE EACH CONCRETE CATCH BASIN (STD.308) 16' WING, DOUBLE EACH CONCRETE CATCH BASIN (DETAIL DC, DQ, & DU) EACH CONCRETE CATCH BASIN (DETAIL DD) EACH CONCRETE CATCH BASIN (DETAIL DE) EACH CONCRETE CATCH BASIN (DETAIL DF) EACH CONCRETE CATCH BASIN (DETAIL DL) L.SUM CONCRETE CATCH BASIN (DETAIL DP) EACH CONCRETE CATCH BASIN (DETAIL DS) EACH CONCRETE CATCH BASIN (DETAIL DT) EACH CONCRETE CATCH BASIN (DETAIL DZ) EACH CONCRETE CATCH BASIN (DETAIL DAA) EACH CONCRETE CATCH BASIN (DETAIL DAG) EACH CONCRETE CATCH BASIN (DETAIL DAI) EACH CONCRETE CATCH BASIN (DETAIL DAJ) EACH CONCRETE CATCH BASIN (DETAIL DAK) L.FT. SIDEWALK SCUPPER, TYPE 1 (STD 204) EACH SIDEWALK SCUPPER, TYPE 3 (STD 205.5) L.SUM SCUPPERS, DETAIL DAF(REMOVE & CAP EXIST, 3 NEW INLETS) L.FT. SPILLWAY (DETAIL DI) EACH MANHOLE (STD. 302) (STORM DRAIN) EACH FLOW MANAGEMENT PLANS F.A. SEWER BYPASS PUMPING L.FT. SEWER PIPE (8")(DUCTILE IRON) F.A. RECONSTRUCT HOUSE CONNECTION SEWER EACH MANHOLE FRAME AND COVER (WATERPROOF)(STD. WWM 213.2) EACH RESET FRM & COVER FOR MANHOLE (SEWER) (CLASS S EACH RESET FRAME AND COVER FOR CLEAN OUT (CLASS S CONC. COLLAR) L.FT. RECONSTRUCT MANHOLE (STD. WWM 305) (SEWER) EACH MANHOLE (WWM 209) (SEWER) EACH UNPAVED AREA CONCRETE COLLAR (STD. WWM 212) SQ.YD. PAVEMENT REPLACEMENT FOR NEW WATER MAINS L.FT. PIPE, DUCTILE IRON, 4" (CLASS 350) L.FT. PIPE, DUCTILE IRON, 6" (CLASS 350) L.FT. PIPE, DUCTILE IRON, 8" (CLASS 350) L.FT. PIPE, DUCTILE IRON, 24" (CLASS 350) L.FT. PIPE, 4" PVC (CLASS 305) L.FT. PIPE, 6" PVC (CLASS 305) L.FT. PIPE, 8" PVC (CLASS 305) L.FT. PIPE, COPPER, 3/4", W/FITTINGS L.FT. PIPE, COPPER, 1", W/FITTINGS L.FT. PIPE, COPPER, 1 1/2" W/ FITTINGS UNIT TOTAL UNIT TOTAL UNIT TOTAL COST COST COST COST COST COST 1, , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , ,600.00