New Jersey Department of Transportation DATE : 12/03/10 ... · contract time : 05/06/13 completion...

Post on 04-Oct-2020

0 views 0 download

transcript

New Jersey Department of Transportation DATE : 12/03/10

PAGE : 130 -1

TABULATION OF BIDS

CALL ORDER : 130 CONTRACT ID : 10130 COUNTIES : OCEAN

LETTING DATE : 12/02/10 10:00AM DISTRICT : C1

CONTRACT TIME : 05/06/13 COMPLETION DATE

CONTRACT DESCRIPTION : RURAL PROJECT(S) : NHS-C00S(101)

ROUTE 9 POHATCONG LAKE DAM

FROM THE VICINITY OF GREAT BAY BOULEVARD TO THE VICINITY OF

SOUTH GREEN STREET CONTRACT NO. 063950216

STRUCTURES, GRADING & PAVING

BOROUGH OF TUCKERTON OCEAN COUNTY

SET-ASIDE :

VENDOR RANKING :

-------------------------------------------------------------------------------------------------------------------------------

TOTAL % OVER

RANK VENDOR NO./NAME BID LOW BID

-------------------------------------------------------------------------------------------------------------------------------

1 M0545 MARBRO INC $ 5,551,117.00 100.0000%

2 N6512 NORTHEAST REMSCO CONSTRUCTION INC $ 6,371,460.75 114.7780%

3 S6836 SOUTH STATE INC $ 6,536,900.55 117.7583%

4 C7688 CRUZ CONTRACTORS LLC $ 7,067,072.00 127.3090%

5 C7583 CROSSING CONSTRUCTION CO INC $ 7,134,105.50 128.5166%

6 S1082 SCAFAR CONTRACTING INC $ 7,266,614.00 130.9036%

7 A3063 AGATE CONSTR CO INC $ 7,812,004.50 140.7285%

8 E0622 EARLE ASPHALT COMPANY $ 7,875,013.13 141.8636%

9 M4139 MIDLANTIC CONSTRUCTION LLC $ 8,431,119.72 151.8815%

10 I2943 IEW CONSTR GP, INC $ 9,255,718.25 166.7361%

G7305 GREEN CONSTRUCTION INC. IRREGULAR

====================================================================================================================================

|( 1 ) M0545 |( 2 ) N6512 |( 3 ) S6836

|MARBRO INC |NORTHEAST REMSCO CONSTRUCTIO |SOUTH STATE INC

LINE NO / ITEM CODE / ALT | | |

ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT

------------------------------------------+-----------------------------+-----------------------------+-----------------------------

SECTION 0001 ROADWAY

| | |

0001 151003M LUMP | 31500.00000 31500.00| 54000.00000 54000.00| 35000.00000 35000.00

PERFORMANCE BOND AND PAYMENT BOND | | |

0004 153009P LUMP | 15000.00000 15000.00| 25000.00000 25000.00| 15000.00000 15000.00

BAR CHART PROGRESS SCHEDULE AND UPDATES | | |

0005 153012P 1300.000 HOUR | 0.01000 13.00| 1.00000 1300.00| 0.01000 13.00

TRAINEES | | |

0006 154003P LUMP | 351851.15000 351851.15| 540000.00000 540000.00| 640000.00000 640000.00

MOBILIZATION | | |

0012 157003M LUMP | 25000.00000 25000.00| 40000.00000 40000.00| 30000.00000 30000.00

CONSTRUCTION LAYOUT | | |

0013 157006M 4.000 U | 500.00000 2000.00| 825.00000 3300.00| 200.00000 800.00

MONUMENT | | |

0014 157009M 4.000 U | 500.00000 2000.00| 100.00000 400.00| 200.00000 800.00

MONUMENT BOX | | |

New Jersey Department of Transportation DATE : 12/03/10

PAGE : 130 -2

TABULATION OF BIDS

CALL ORDER : 130 CONTRACT ID : 10130 COUNTIES : OCEAN

LETTING DATE : 12/02/10 10:00AM DISTRICT : C1

SET-ASIDE :

====================================================================================================================================

|( 1 ) M0545 |( 2 ) N6512 |( 3 ) S6836

|MARBRO INC |NORTHEAST REMSCO CONSTRUCTIO |SOUTH STATE INC

LINE NO / ITEM CODE / ALT | | |

ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT

------------------------------------------+-----------------------------+-----------------------------+-----------------------------

0026 159003M 20.000 U | 100.00000 2000.00| 100.00000 2000.00| 100.00000 2000.00

BREAKAWAY BARRICADE | | |

0027 159006M 120.000 U | 70.00000 8400.00| 52.00000 6240.00| 50.00000 6000.00

DRUM | | |

0028 159009M 90.000 U | 15.00000 1350.00| 13.00000 1170.00| 16.00000 1440.00

TRAFFIC CONE | | |

0029 159011M 1.000 U | 1100.00000 1100.00| 700.00000 700.00| 300.00000 300.00

BOLLARDS | | |

0030 159012M 610.000 SF | 12.00000 7320.00| 27.00000 16470.00| 8.00000 4880.00

CONSTRUCTION SIGNS | | |

0031 159015M 2.000 U | 1000.00000 2000.00| 1200.00000 2400.00| 500.00000 1000.00

CONSTRUCTION IDENTIFICATION SIGN, 4' X | | |

8' | | |

0032 159021P 620.000 LF | 25.00000 15500.00| 87.00000 53940.00| 34.00000 21080.00

CONSTRUCTION BARRIER CURB | | |

0033 159024M 2.000 U | 1000.00000 2000.00| 3900.00000 7800.00| 500.00000 1000.00

FLASHING ARROW BOARD, 2' X 4' | | |

0034 159030M 2.000 U | 15000.00000 30000.00| 14400.00000 28800.00| 2500.00000 5000.00

PORTABLE VARIABLE MESSAGE SIGN | | |

0035 159063M 2.000 U | 7500.00000 15000.00| 13400.00000 26800.00| 6000.00000 12000.00

TEMPORARY CRASH CUSHION, QUADGUARD 3 | | |

BAYS X 24" WIDE | | |

0036 159108M 2.000 U | 12000.00000 24000.00| 30000.00000 60000.00| 1000.00000 2000.00

TRAFFIC CONTROL TRUCK WITH MOUNTED | | |

CRASH CUSHION | | |

0037 159114M 7200.000 LF | 1.60000 11520.00| 1.60000 11520.00| 0.01000 72.00

REMOVABLE BLACK LINE MASKING TAPE, 6" | | |

0038 159120M 9700.000 LF | 1.00000 9700.00| 0.95000 9215.00| 0.01000 97.00

TEMPORARY PAVEMENT MARKING TAPE, 4" | | |

0039 159135M 100.000 U | 5.00000 500.00| 5.00000 500.00| 2.00000 200.00

TEMPORARY PAVEMENT MARKERS | | |

0040 159138M 40.000 T | 75.00000 3000.00| 300.00000 12000.00| 60.00000 2400.00

HMA PATCH | | |

0041 159141M 600.000 HOUR | 0.10000 60.00| 100.00000 60000.00| 65.00000 39000.00

TRAFFIC DIRECTOR, FLAGGER | | |

0042 160003M LUMP | 2100.00000 2100.00| 2100.00000 2100.00| 2100.00000 2100.00

FUEL PRICE ADJUSTMENT | | |

0043 161003P LUMP | 5000.00000 5000.00| 10000.00000 10000.00| 1000.00000 1000.00

FINAL CLEANUP | | |

New Jersey Department of Transportation DATE : 12/03/10

PAGE : 130 -3

TABULATION OF BIDS

CALL ORDER : 130 CONTRACT ID : 10130 COUNTIES : OCEAN

LETTING DATE : 12/02/10 10:00AM DISTRICT : C1

SET-ASIDE :

====================================================================================================================================

|( 1 ) M0545 |( 2 ) N6512 |( 3 ) S6836

|MARBRO INC |NORTHEAST REMSCO CONSTRUCTIO |SOUTH STATE INC

LINE NO / ITEM CODE / ALT | | |

ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT

------------------------------------------+-----------------------------+-----------------------------+-----------------------------

0044 162003M 7.000 U | 350.00000 2450.00| 400.00000 2800.00| 2000.00000 14000.00

CONDITION SURVEY | | |

0045 201003P LUMP | 50000.00000 50000.00| 110000.00000 110000.00| 110000.00000 110000.00

CLEARING SITE | | |

0046 202003P 0.050 ACRE | 10.00000 0.50| 5000.00000 250.00| 20000.00000 1000.00

STRIPPING | | |

0047 202006M 20.000 CY | 75.00000 1500.00| 100.00000 2000.00| 400.00000 8000.00

EXCAVATION, TEST PIT | | |

0048 202009P 625.000 CY | 25.00000 15625.00| 40.00000 25000.00| 55.00000 34375.00

EXCAVATION, UNCLASSIFIED | | |

0049 202021P 1898.000 SY | 13.00000 24674.00| 25.00000 47450.00| 8.00000 15184.00

REMOVAL OF PAVEMENT | | |

0050 203009P 120.000 CY | 137.00000 16440.00| 60.00000 7200.00| 53.00000 6360.00

I-9 SOIL AGGREGATE | | |

0051 302042P 2004.000 SY | 10.00000 20040.00| 10.00000 20040.00| 13.00000 26052.00

DENSE-GRADED AGGREGATE BASE COURSE, 8" | | |

THICK | | |

0052 401009P 2847.000 SY | 5.75000 16370.25| 6.00000 17082.00| 7.50000 21352.50

HMA MILLING, 3" OR LESS | | |

0053 401027M 3100.000 LF | 1.00000 3100.00| 0.01000 31.00| 1.25000 3875.00

POLYMERIZED JOINT ADHESIVE | | |

0054 401030M 950.000 GAL | 0.01000 9.50| 0.01000 9.50| 0.01000 9.50

TACK COAT | | |

0055 401036M 575.000 GAL | 0.01000 5.75| 0.01000 5.75| 0.01000 5.75

PRIME COAT | | |

0056 401060M 560.000 T | 110.00000 61600.00| 125.00000 70000.00| 90.00000 50400.00

HOT MIX ASPHALT 12.5 M 76 SURFACE COURS | | |

0057 401084M 240.000 T | 120.00000 28800.00| 120.00000 28800.00| 125.00000 30000.00

HOT MIX ASPHALT 19 M 64 INTERMEDIATE | | |

COURSE | | |

0058 401096M 480.000 T | 100.00000 48000.00| 115.00000 55200.00| 90.00000 43200.00

HOT MIX ASPHALT 19 M 64 BASE COURSE | | |

0059 401108M 5.000 U | 200.00000 1000.00| 250.00000 1250.00| 75.00000 375.00

CORE SAMPLES, HOT MIX ASPHALT | | |

0060 501006P 34040.000 SF | 28.00000 953120.00| 35.00000 1191400.00| 38.00000 1293520.00

PERMANENT SHEETING | | |

0062 602105M 2.000 U | 1100.00000 2200.00| 700.00000 1400.00| 900.00000 1800.00

SET INLET TYPE B, CASTING | | |

0063 602108M 1.000 U | 1200.00000 1200.00| 1000.00000 1000.00| 900.00000 900.00

SET INLET TYPE E, CASTING | | |

New Jersey Department of Transportation DATE : 12/03/10

PAGE : 130 -4

TABULATION OF BIDS

CALL ORDER : 130 CONTRACT ID : 10130 COUNTIES : OCEAN

LETTING DATE : 12/02/10 10:00AM DISTRICT : C1

SET-ASIDE :

====================================================================================================================================

|( 1 ) M0545 |( 2 ) N6512 |( 3 ) S6836

|MARBRO INC |NORTHEAST REMSCO CONSTRUCTIO |SOUTH STATE INC

LINE NO / ITEM CODE / ALT | | |

ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT

------------------------------------------+-----------------------------+-----------------------------+-----------------------------

0064 602117M 1.000 U | 1500.00000 1500.00| 1300.00000 1300.00| 1500.00000 1500.00

SET SQUARE FRAMED MANHOLE CASTING, | | |

CIRCULAR COVER | | |

0065 602210M 2.000 U | 125.00000 250.00| 360.00000 720.00| 650.00000 1300.00

BICYCLE SAFE GRATE | | |

0066 602214M 8.000 U | 200.00000 1600.00| 600.00000 4800.00| 150.00000 1200.00

INLET FACE PLATE | | |

0068 603048P 280.000 SY | 55.00000 15400.00| 80.00000 22400.00| 45.00000 12600.00

RIPRAP STONE CHANNEL PROTECTION, 24" | | |

THICK (D50=12") | | |

0069 605212P 131.000 LF | 17.00000 2227.00| 25.00000 3275.00| 18.00000 2358.00

RESET FENCE | | |

0070 606012P 245.000 SY | 75.00000 18375.00| 45.00000 11025.00| 45.00000 11025.00

CONCRETE SIDEWALK, 4" THICK | | |

0071 606021P 10.000 SY | 70.00000 700.00| 65.00000 650.00| 83.00000 830.00

CONCRETE SIDEWALK, 8" THICK | | |

0072 606028P 135.000 SY | 130.00000 17550.00| 85.00000 11475.00| 150.00000 20250.00

RESET PRECAST CONCRETE PAVERS | | |

0073 606039P 77.000 SY | 50.00000 3850.00| 72.00000 5544.00| 35.00000 2695.00

HOT MIX ASPHALT DRIVEWAY, 6" THICK | | |

0074 606043P 182.000 SY | 9.00000 1638.00| 33.00000 6006.00| 8.00000 1456.00

STONE OR GRAVEL DRIVEWAY, 4" THICK | | |

0075 606051P 90.000 SY | 88.00000 7920.00| 65.00000 5850.00| 73.00000 6570.00

CONCRETE DRIVEWAY, 6" THICK | | |

0076 606084P 5.000 SY | 270.00000 1350.00| 350.00000 1750.00| 175.00000 875.00

DETECTABLE WARNING SURFACE | | |

0077 607018P 148.000 LF | 22.00000 3256.00| 25.00000 3700.00| 17.00000 2516.00

9" X 16" CONCRETE VERTICAL CURB | | |

0078 607021P 675.000 LF | 22.50000 15187.50| 25.00000 16875.00| 17.50000 11812.50

9" X 18" CONCRETE VERTICAL CURB | | |

0079 607081P 394.000 LF | 12.00000 4728.00| 15.00000 5910.00| 8.00000 3152.00

9" X 4" HOT MIX ASPHALT CURB | | |

0080 609003M 699.000 LF | 18.50000 12931.50| 18.00000 12582.00| 17.00000 11883.00

BEAM GUIDE RAIL | | |

0081 609021M 300.000 LF | 6.00000 1800.00| 5.75000 1725.00| 7.00000 2100.00

RUB RAIL | | |

0082 609039M 4.000 U | 455.00000 1820.00| 450.00000 1800.00| 475.00000 1900.00

BEAM GUIDE RAIL ANCHORAGE | | |

0083 609063M 375.000 LF | 7.00000 2625.00| 8.00000 3000.00| 5.00000 1875.00

RESET BEAM GUIDE RAIL WITH EXISTING | | |

POSTS | | |

New Jersey Department of Transportation DATE : 12/03/10

PAGE : 130 -5

TABULATION OF BIDS

CALL ORDER : 130 CONTRACT ID : 10130 COUNTIES : OCEAN

LETTING DATE : 12/02/10 10:00AM DISTRICT : C1

SET-ASIDE :

====================================================================================================================================

|( 1 ) M0545 |( 2 ) N6512 |( 3 ) S6836

|MARBRO INC |NORTHEAST REMSCO CONSTRUCTIO |SOUTH STATE INC

LINE NO / ITEM CODE / ALT | | |

ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT

------------------------------------------+-----------------------------+-----------------------------+-----------------------------

0084 610003M 3900.000 LF | 0.34000 1326.00| 0.33000 1287.00| 0.65000 2535.00

TRAFFIC STRIPES, LONG LIFE, EPOXY RESIN | | |

4" | | |

0085 610007M 90.000 LF | 0.70000 63.00| 0.65000 58.50| 1.30000 117.00

TRAFFIC STRIPES, LONG LIFE, EPOXY RESIN | | |

8" | | |

0086 610009M 375.000 SF | 3.40000 1275.00| 3.40000 1275.00| 5.00000 1875.00

TRAFFIC MARKINGS, THERMOPLASTIC | | |

0087 610012M 3.000 U | 37.00000 111.00| 36.00000 108.00| 45.00000 135.00

RPM, MONO-DIRECTIONAL, WHITE LENS | | |

0088 610018M 22.000 U | 37.00000 814.00| 36.00000 792.00| 45.00000 990.00

RPM, MONO-DIRECTIONAL, AMBER LENS | | |

0089 610021M 10.000 U | 37.00000 370.00| 36.00000 360.00| 45.00000 450.00

RPM, BI-DIRECTIONAL, AMBER LENS | | |

0090 610027M 31.000 U | 13.00000 403.00| 12.60000 390.60| 13.00000 403.00

REMOVAL AND REPLACEMENT OF RPM LENS | | |

0091 610036M 1080.000 LF | 0.60000 648.00| 0.60000 648.00| 0.35000 378.00

REMOVAL OF TRAFFIC STRIPES | | |

0092 617003P LUMP | 40000.00000 40000.00| 27600.00000 27600.00| 30000.00000 30000.00

FLOATING DOCK AND GANGWAY | | |

0093 651054P 231.000 LF | 60.00000 13860.00| 120.00000 27720.00| 60.00000 13860.00

6" DUCTILE IRON WATER PIPE, CLASS 52 | | |

0094 651063P 191.000 LF | 150.00000 28650.00| 245.00000 46795.00| 105.00000 20055.00

12" DUCTILE IRON WATER PIPE, CLASS 52 | | |

0095 651243M 3.000 U | 2000.00000 6000.00| 2100.00000 6300.00| 1900.00000 5700.00

WATER SERVICE CONNECTION | | |

0096 651247M LUMP | 5000.00000 5000.00| 6000.00000 6000.00| 7000.00000 7000.00

DRY HYDRANT ASSEMBLY | | |

0097 652004P 168.000 LF | 90.00000 15120.00| 139.00000 23352.00| 75.00000 12600.00

8" DUCTILE IRON SEWER PIPE | | |

0098 652418M LUMP | 20000.00000 20000.00| 6600.00000 6600.00| 10000.00000 10000.00

SANITARY SEWER BY-PASS PUMPING | | |

0099 652421M 2.000 U | 5000.00000 10000.00| 7700.00000 15400.00| 5500.00000 11000.00

MANHOLE, DOGHOUSE, SANITARY SEWER, 4' | | |

DIAMETER | | |

0100 701033P 161.000 LF | 50.00000 8050.00| 41.00000 6601.00| 40.00000 6440.00

4" RIGID NONMETALLIC CONDUIT | | |

0101 702057M LUMP | 6000.00000 6000.00| 1225.00000 1225.00| 1000.00000 1000.00

INTERIM TRAFFIC SIGNAL SYSTEM, LOCATION | | |

NO. ___ 1 | | |

SECTION TOTALS | $ 2,086,447.15| $ 2,849,472.35| $ 2,706,026.25

------------------------------------------+-----------------------------+-----------------------------+-----------------------------

SECTION 0002 CONSTRUCTION ENGINEERING ITEMS

| | |

New Jersey Department of Transportation DATE : 12/03/10

PAGE : 130 -6

TABULATION OF BIDS

CALL ORDER : 130 CONTRACT ID : 10130 COUNTIES : OCEAN

LETTING DATE : 12/02/10 10:00AM DISTRICT : C1

SET-ASIDE :

====================================================================================================================================

|( 1 ) M0545 |( 2 ) N6512 |( 3 ) S6836

|MARBRO INC |NORTHEAST REMSCO CONSTRUCTIO |SOUTH STATE INC

LINE NO / ITEM CODE / ALT | | |

ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT

------------------------------------------+-----------------------------+-----------------------------+-----------------------------

0007 155012M 1.000 U | 35000.00000 35000.00| 32000.00000 32000.00| 20000.00000 20000.00

FIELD OFFICE TYPE D SET UP | | |

0008 155030M 30.000 MO | 2500.00000 75000.00| 1600.00000 48000.00| 1500.00000 45000.00

FIELD OFFICE TYPE D MAINTENANCE | | |

0009 155039M LUMP | 12000.00000 12000.00| 12000.00000 12000.00| 12000.00000 12000.00

TELEPHONE SERVICE | | |

0010 156009M 1.000 U | 5000.00000 5000.00| 5000.00000 5000.00| 5000.00000 5000.00

CURING FACILITY SET-UP | | |

0011 156012M 27.000 MO | 600.00000 16200.00| 500.00000 13500.00| 1500.00000 40500.00

CURING FACILITY MAINTENANCE | | |

SECTION TOTALS | $ 143,200.00| $ 110,500.00| $ 122,500.00

------------------------------------------+-----------------------------+-----------------------------+-----------------------------

SECTION 0003 NON-PARTICIPATING (ROADWAY) ITEMS

| | |

0002 152003P LUMP | 25000.00000 25000.00| 25000.00000 25000.00| 9400.00000 9400.00

OWNER'S AND CONTRACTOR'S PROTECTIVE | | |

LIABILITY INSURANCE | | |

0003 152009P LUMP | 10000.00000 10000.00| 1000.00000 1000.00| 0.01000 0.01

POLLUTION LIABILITY INSURANCE | | |

0061 601670M 280.000 LF | 5.00000 1400.00| 24.00000 6720.00| 7.00000 1960.00

CLEANING EXISTING PIPE, 12" TO 24" | | |

DIAMETER | | |

0067 602216M 12.000 U | 50.00000 600.00| 425.00000 5100.00| 350.00000 4200.00

CLEANING DRAINAGE STRUCTURE | | |

0110 810003M 1.000 ACRE | 500.00000 500.00| 400.00000 400.00| 375.00000 375.00

MOWING | | |

SECTION TOTALS | $ 37,500.00| $ 38,220.00| $ 15,935.01

------------------------------------------+-----------------------------+-----------------------------+-----------------------------

SECTION 0004 EROSION CONTROL ITEMS

| | |

0015 158003M 175.000 LF | 3.00000 525.00| 10.00000 1750.00| 2.00000 350.00

CAUTION FENCE | | |

0016 158009M 696.000 LF | 9.00000 6264.00| 12.00000 8352.00| 6.00000 4176.00

HEAVY DUTY SILT FENCE, ORANGE | | |

0017 158015M 50.000 U | 10.00000 500.00| 88.00000 4400.00| 30.00000 1500.00

HAYBALE | | |

0018 158030M 11.000 U | 100.00000 1100.00| 745.00000 8195.00| 50.00000 550.00

INLET FILTER TYPE 2, 2' X 4' | | |

0019 158033M 1.000 U | 100.00000 100.00| 745.00000 745.00| 75.00000 75.00

INLET FILTER TYPE 2, 4' X 4' | | |

New Jersey Department of Transportation DATE : 12/03/10

PAGE : 130 -7

TABULATION OF BIDS

CALL ORDER : 130 CONTRACT ID : 10130 COUNTIES : OCEAN

LETTING DATE : 12/02/10 10:00AM DISTRICT : C1

SET-ASIDE :

====================================================================================================================================

|( 1 ) M0545 |( 2 ) N6512 |( 3 ) S6836

|MARBRO INC |NORTHEAST REMSCO CONSTRUCTIO |SOUTH STATE INC

LINE NO / ITEM CODE / ALT | | |

ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT

------------------------------------------+-----------------------------+-----------------------------+-----------------------------

0020 158045M 527.000 LF | 15.00000 7905.00| 5.00000 2635.00| 15.00000 7905.00

FLOATING TURBIDITY BARRIER, TYPE 2 | | |

0021 158055M 2.000 U | 500.00000 1000.00| 745.00000 1490.00| 500.00000 1000.00

SEDIMENT CONTROL BAG | | |

0022 158060M 115.000 T | 25.00000 2875.00| 43.00000 4945.00| 10.00000 1150.00

CONSTRUCTION DRIVEWAY | | |

0023 158063P LUMP | 2500.00000 2500.00| 5000.00000 5000.00| 3000.00000 3000.00

CONCRETE WASHOUT SYSTEM | | |

0024 158072M 2.000 U | 750.00000 1500.00| 1000.00000 2000.00| 1000.00000 2000.00

OIL ONLY EMERGENCY SPILL KIT, TYPE 1 | | |

0025 158084M 115.000 CY | 0.01000 1.15| 48.00000 5520.00| 0.01000 1.15

EROSION CONTROL SEDIMENT REMOVAL | | |

SECTION TOTALS | $ 24,270.15| $ 45,032.00| $ 21,707.15

------------------------------------------+-----------------------------+-----------------------------+-----------------------------

SECTION 0005 GENERAL LANDSCAPE ITEMS

| | |

0102 804006P 1611.000 SY | 1.60000 2577.60| 3.65000 5880.15| 1.50000 2416.50

TOPSOILING, 4" THICK | | |

0103 804009P 108.000 SY | 1.70000 183.60| 6.00000 648.00| 1.50000 162.00

TOPSOILING, 6" THICK | | |

0104 804015P 156.000 CY | 30.00000 4680.00| 32.00000 4992.00| 28.50000 4446.00

BORROW TOPSOIL | | |

0105 806006P 1611.000 SY | 1.00000 1611.00| 0.75000 1208.25| 0.43000 692.73

FERTILIZING AND SEEDING, TYPE A-3 | | |

0106 806018P 161.000 SY | 1.00000 161.00| 2.00000 322.00| 0.51000 82.11

FERTILIZING AND SEEDING, TYPE F | | |

0107 807003M 201.000 SY | 5.00000 1005.00| 5.00000 1005.00| 4.00000 804.00

TOPSOIL STABILIZATION, TYPE 1 MAT | | |

0108 809003M 1772.000 SY | 1.00000 1772.00| 0.75000 1329.00| 0.40000 708.80

STRAW MULCHING | | |

0109 809015M 108.000 SY | 5.00000 540.00| 6.00000 648.00| 5.00000 540.00

SHREDDED HARDWOOD BARK MULCHING | | |

SECTION TOTALS | $ 12,530.20| $ 16,032.40| $ 9,852.14

------------------------------------------+-----------------------------+-----------------------------+-----------------------------

SECTION 0006 LATIN LANDSCAPE ITEMS

| | |

0111 811036M 4.000 U | 375.00000 1500.00| 375.00000 1500.00| 350.00000 1400.00

EVERGREEN TREE, 8-9' HIGH, B&B | | |

0112 811039M 6.000 U | 200.00000 1200.00| 275.00000 1650.00| 180.00000 1080.00

EVERGREEN TREE, 6-7' HIGH, B&B | | |

SECTION TOTALS | $ 2,700.00| $ 3,150.00| $ 2,480.00

------------------------------------------+-----------------------------+-----------------------------+-----------------------------

SECTION 0007 U.S. RT. 9 OVER TUCKERTON CREEK (STRUCTURE NO. 1501-150)

| | |

New Jersey Department of Transportation DATE : 12/03/10

PAGE : 130 -8

TABULATION OF BIDS

CALL ORDER : 130 CONTRACT ID : 10130 COUNTIES : OCEAN

LETTING DATE : 12/02/10 10:00AM DISTRICT : C1

SET-ASIDE :

====================================================================================================================================

|( 1 ) M0545 |( 2 ) N6512 |( 3 ) S6836

|MARBRO INC |NORTHEAST REMSCO CONSTRUCTIO |SOUTH STATE INC

LINE NO / ITEM CODE / ALT | | |

ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT

------------------------------------------+-----------------------------+-----------------------------+-----------------------------

0113 553003M 1400.000 SF | 70.00000 98000.00| 117.00000 163800.00| 45.00000 63000.00

PNEUMATICALLY APPLIED MORTAR | | |

0114 603083P 43.000 SY | 275.00000 11825.00| 650.00000 27950.00| 300.00000 12900.00

ARTICULATED CONCRETE BLOCK MATTING, 6", | | |

OPEN CELL | | |

SECTION TOTALS | $ 109,825.00| $ 191,750.00| $ 75,900.00

------------------------------------------+-----------------------------+-----------------------------+-----------------------------

SECTION 0008 U.S. RT. 9 OVER TUCKERTON CREEK (STRUCTURE NO. 1501-160)

| | |

0115 158094M 1.000 U | 27500.00000 27500.00| 26000.00000 26000.00| 5000.00000 5000.00

SLUICE GATE | | |

0116 162005P LUMP | 40000.00000 40000.00| 15000.00000 15000.00| 25000.00000 25000.00

VIBRATION MONITORING | | |

0117 202009P 5365.000 CY | 20.00000 107300.00| 56.00000 300440.00| 32.00000 171680.00

EXCAVATION, UNCLASSIFIED | | |

0118 203009P 150.000 CY | 45.00000 6750.00| 29.00000 4350.00| 60.00000 9000.00

I-9 SOIL AGGREGATE | | |

0119 501006P 2800.000 SF | 30.00000 84000.00| 31.00000 86800.00| 35.00000 98000.00

PERMANENT SHEETING | | |

0120 501009P LUMP | 650000.00000 650000.00| 300000.00000 300000.00| 450000.00000 450000.00

TEMPORARY COFFERDAM | | |

0121 501012P LUMP | 250000.00000 250000.00| 152500.00000 152500.00| 400000.00000 400000.00

PERMANENT COFFERDAM | | |

0122 502003P LUMP | 75000.00000 75000.00| 15000.00000 15000.00| 300000.00000 300000.00

FURNISHING EQUIPMENT FOR DRIVING PILES | | |

0123 502009M 315.000 LF | 26.00000 8190.00| 27.00000 8505.00| 24.00000 7560.00

TEST PILE, FURNISHED | | |

0124 502012M 315.000 LF | 50.00000 15750.00| 90.00000 28350.00| 80.00000 25200.00

TEST PILE, DRIVEN | | |

0125 502159M 11715.000 LF | 25.00000 292875.00| 25.00000 292875.00| 24.00000 281160.00

STEEL H-PILE, FURNISHED, HP 10 X 42 | | |

0126 502177M 11715.000 LF | 8.50000 99577.50| 15.00000 175725.00| 20.00000 234300.00

STEEL H-PILE, DRIVEN, HP 10 X 42 | | |

0127 504003P 2200.000 LB | 1.60000 3520.00| 1.10000 2420.00| 1.20000 2640.00

REINFORCEMENT STEEL | | |

0128 504006P 65000.000 LB | 1.60000 104000.00| 1.12000 72800.00| 1.25000 81250.00

REINFORCEMENT STEEL, EPOXY-COATED | | |

0129 504015P 735.000 CY | 325.00000 238875.00| 410.00000 301350.00| 350.00000 257250.00

CONCRETE FOOTING | | |

New Jersey Department of Transportation DATE : 12/03/10

PAGE : 130 -9

TABULATION OF BIDS

CALL ORDER : 130 CONTRACT ID : 10130 COUNTIES : OCEAN

LETTING DATE : 12/02/10 10:00AM DISTRICT : C1

SET-ASIDE :

====================================================================================================================================

|( 1 ) M0545 |( 2 ) N6512 |( 3 ) S6836

|MARBRO INC |NORTHEAST REMSCO CONSTRUCTIO |SOUTH STATE INC

LINE NO / ITEM CODE / ALT | | |

ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT

------------------------------------------+-----------------------------+-----------------------------+-----------------------------

0130 504018P 85.000 CY | 600.00000 51000.00| 1300.00000 110500.00| 1350.00000 114750.00

CONCRETE WING WALL | | |

0131 504080P 230.000 CY | 500.00000 115000.00| 900.00000 207000.00| 800.00000 184000.00

CONCRETE SPILLWAY | | |

0132 505057P 391.000 LF | 1450.00000 566950.00| 1550.00000 606050.00| 1500.00000 586500.00

PRECAST CONCRETE CULVERT | | |

0133 506018P LUMP | 60000.00000 60000.00| 58000.00000 58000.00| 40000.00000 40000.00

STEEL PEDESTRIAN BRIDGE | | |

0134 507036P 166.000 LF | 175.00000 29050.00| 450.00000 74700.00| 150.00000 24900.00

CONCRETE BRIDGE PARAPET (CULVERT) | | |

0135 509112P 128.000 LF | 140.00000 17920.00| 140.00000 17920.00| 100.00000 12800.00

ALUMINUM RAILING (SPILLWAY) | | |

0136 509112P 122.000 LF | 140.00000 17080.00| 140.00000 17080.00| 100.00000 12200.00

ALUMINUM RAILING (CULVERT) | | |

0137 509120P LUMP | 210000.00000 210000.00| 190000.00000 190000.00| 200000.00000 200000.00

FISH LADDER | | |

0138 509121P 91.000 SF | 80.00000 7280.00| 97.00000 8827.00| 65.00000 5915.00

ALUMINUM GRATING | | |

0139 510003P LUMP | 20000.00000 20000.00| 18000.00000 18000.00| 10000.00000 10000.00

TIMBER STRUCTURE (PEDESTRIAN WALKWAY) | | |

0140 602012M 2.000 U | 2000.00000 4000.00| 3400.00000 6800.00| 3000.00000 6000.00

INLET, TYPE B | | |

0141 606012P 27.000 SY | 76.00000 2052.00| 45.00000 1215.00| 45.00000 1215.00

CONCRETE SIDEWALK, 4" THICK | | |

0142 622005M 5.000 U | 525.00000 2625.00| 1000.00000 5000.00| 500.00000 2500.00

BUOY | | |

0143 657003P LUMP | 7500.00000 7500.00| 5000.00000 5000.00| 15000.00000 15000.00

TEMPORARY SUPPORT, UTILITY (SANITARY | | |

SEWER) | | |

0144 657003P LUMP | 15000.00000 15000.00| 5000.00000 5000.00| 15000.00000 15000.00

TEMPORARY SUPPORT, UTILITY (TELEPHONE) | | |

0145 701012P 17.000 LF | 50.00000 850.00| 41.00000 697.00| 40.00000 680.00

1 1/2" RIGID METALLIC CONDUIT | | |

0146 703010M 1.000 U | 5000.00000 5000.00| 3400.00000 3400.00| 3000.00000 3000.00

LIGHTING STANDARD DECORATIVE | | |

SECTION TOTALS | $ 3,134,644.50| $ 3,117,304.00| $ 3,582,500.00

------------------------------------------+-----------------------------+-----------------------------+-----------------------------

CONTRACT TOTALS | $ 5,551,117.00| $ 6,371,460.75| $ 6,536,900.55

====================================================================================================================================

I CERTIFY THAT THE ABOVE IS AN EXACT TRANSCRIPT OF THE

ORIGINAL BID PROPOSAL, EXCEPT THAT ERRORS, IF ANY, IN

EXTENSION AND ADDITIONS HAVE BEEN CORRECTED.

SIGNED,

New Jersey Department of Transportation DATE : 12/03/10

PAGE : 130 -10

TABULATION OF BIDS

CALL ORDER : 130 CONTRACT ID : 10130 COUNTIES : OCEAN

LETTING DATE : 12/02/10 10:00AM DISTRICT : C1

SET-ASIDE :

====================================================================================================================================

|( 4 ) C7688 |( 5 ) C7583 |( 6 ) S1082

|CRUZ CONTRACTORS LLC |CROSSING CONSTRUCTION CO INC |SCAFAR CONTRACTING INC

LINE NO / ITEM CODE / ALT | | |

ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT

------------------------------------------+-----------------------------+-----------------------------+-----------------------------

SECTION 0001 ROADWAY

| | |

0001 151003M LUMP | 60000.00000 60000.00| 41000.00000 41000.00| 58903.00000 58903.00

PERFORMANCE BOND AND PAYMENT BOND | | |

0004 153009P LUMP | 24000.00000 24000.00| 500.00000 500.00| 15000.00000 15000.00

BAR CHART PROGRESS SCHEDULE AND UPDATES | | |

0005 153012P 1300.000 HOUR | 1.00000 1300.00| 1.00000 1300.00| 0.01000 13.00

TRAINEES | | |

0006 154003P LUMP | 650000.00000 650000.00| 700000.00000 700000.00| 1019047.72000 1019047.72

MOBILIZATION | | |

0012 157003M LUMP | 45000.00000 45000.00| 30000.00000 30000.00| 85100.00000 85100.00

CONSTRUCTION LAYOUT | | |

0013 157006M 4.000 U | 800.00000 3200.00| 350.00000 1400.00| 600.00000 2400.00

MONUMENT | | |

0014 157009M 4.000 U | 500.00000 2000.00| 200.00000 800.00| 500.00000 2000.00

MONUMENT BOX | | |

0026 159003M 20.000 U | 120.00000 2400.00| 100.00000 2000.00| 89.00000 1780.00

BREAKAWAY BARRICADE | | |

0027 159006M 120.000 U | 60.00000 7200.00| 80.00000 9600.00| 55.00000 6600.00

DRUM | | |

0028 159009M 90.000 U | 20.00000 1800.00| 20.00000 1800.00| 12.00000 1080.00

TRAFFIC CONE | | |

0029 159011M 1.000 U | 1000.00000 1000.00| 350.00000 350.00| 1500.00000 1500.00

BOLLARDS | | |

0030 159012M 610.000 SF | 20.00000 12200.00| 10.00000 6100.00| 10.00000 6100.00

CONSTRUCTION SIGNS | | |

0031 159015M 2.000 U | 2200.00000 4400.00| 700.00000 1400.00| 1800.00000 3600.00

CONSTRUCTION IDENTIFICATION SIGN, 4' X | | |

8' | | |

0032 159021P 620.000 LF | 40.00000 24800.00| 40.00000 24800.00| 16.94000 10502.80

CONSTRUCTION BARRIER CURB | | |

0033 159024M 2.000 U | 2000.00000 4000.00| 5000.00000 10000.00| 3600.00000 7200.00

FLASHING ARROW BOARD, 2' X 4' | | |

0034 159030M 2.000 U | 4000.00000 8000.00| 20000.00000 40000.00| 8800.00000 17600.00

PORTABLE VARIABLE MESSAGE SIGN | | |

0035 159063M 2.000 U | 4000.00000 8000.00| 20000.00000 40000.00| 12700.00000 25400.00

TEMPORARY CRASH CUSHION, QUADGUARD 3 | | |

BAYS X 24" WIDE | | |

0036 159108M 2.000 U | 7000.00000 14000.00| 25000.00000 50000.00| 10000.00000 20000.00

TRAFFIC CONTROL TRUCK WITH MOUNTED | | |

CRASH CUSHION | | |

New Jersey Department of Transportation DATE : 12/03/10

PAGE : 130 -11

TABULATION OF BIDS

CALL ORDER : 130 CONTRACT ID : 10130 COUNTIES : OCEAN

LETTING DATE : 12/02/10 10:00AM DISTRICT : C1

SET-ASIDE :

====================================================================================================================================

|( 4 ) C7688 |( 5 ) C7583 |( 6 ) S1082

|CRUZ CONTRACTORS LLC |CROSSING CONSTRUCTION CO INC |SCAFAR CONTRACTING INC

LINE NO / ITEM CODE / ALT | | |

ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT

------------------------------------------+-----------------------------+-----------------------------+-----------------------------

0037 159114M 7200.000 LF | 2.00000 14400.00| 1.95000 14040.00| 1.60000 11520.00

REMOVABLE BLACK LINE MASKING TAPE, 6" | | |

0038 159120M 9700.000 LF | 1.50000 14550.00| 1.50000 14550.00| 0.95000 9215.00

TEMPORARY PAVEMENT MARKING TAPE, 4" | | |

0039 159135M 100.000 U | 2.50000 250.00| 2.50000 250.00| 5.00000 500.00

TEMPORARY PAVEMENT MARKERS | | |

0040 159138M 40.000 T | 150.00000 6000.00| 100.00000 4000.00| 100.72000 4028.80

HMA PATCH | | |

0041 159141M 600.000 HOUR | 75.00000 45000.00| 70.00000 42000.00| 24.00000 14400.00

TRAFFIC DIRECTOR, FLAGGER | | |

0042 160003M LUMP | 2100.00000 2100.00| 2100.00000 2100.00| 2100.00000 2100.00

FUEL PRICE ADJUSTMENT | | |

0043 161003P LUMP | 20000.00000 20000.00| 5000.00000 5000.00| 54791.41000 54791.41

FINAL CLEANUP | | |

0044 162003M 7.000 U | 2500.00000 17500.00| 800.00000 5600.00| 1000.00000 7000.00

CONDITION SURVEY | | |

0045 201003P LUMP | 110000.00000 110000.00| 110000.00000 110000.00| 110000.00000 110000.00

CLEARING SITE | | |

0046 202003P 0.050 ACRE | 20000.00000 1000.00| 24000.00000 1200.00| 32457.53000 1622.88

STRIPPING | | |

0047 202006M 20.000 CY | 250.00000 5000.00| 100.00000 2000.00| 20.00000 400.00

EXCAVATION, TEST PIT | | |

0048 202009P 625.000 CY | 50.00000 31250.00| 70.00000 43750.00| 39.74000 24837.50

EXCAVATION, UNCLASSIFIED | | |

0049 202021P 1898.000 SY | 25.00000 47450.00| 24.00000 45552.00| 10.00000 18980.00

REMOVAL OF PAVEMENT | | |

0050 203009P 120.000 CY | 40.00000 4800.00| 100.00000 12000.00| 42.54000 5104.80

I-9 SOIL AGGREGATE | | |

0051 302042P 2004.000 SY | 10.00000 20040.00| 14.00000 28056.00| 8.99000 18015.96

DENSE-GRADED AGGREGATE BASE COURSE, 8" | | |

THICK | | |

0052 401009P 2847.000 SY | 5.50000 15658.50| 6.00000 17082.00| 6.00000 17082.00

HMA MILLING, 3" OR LESS | | |

0053 401027M 3100.000 LF | 1.00000 3100.00| 0.01000 31.00| 0.01000 31.00

POLYMERIZED JOINT ADHESIVE | | |

0054 401030M 950.000 GAL | 0.01000 9.50| 0.01000 9.50| 0.01000 9.50

TACK COAT | | |

0055 401036M 575.000 GAL | 0.01000 5.75| 0.01000 5.75| 0.01000 5.75

PRIME COAT | | |

New Jersey Department of Transportation DATE : 12/03/10

PAGE : 130 -12

TABULATION OF BIDS

CALL ORDER : 130 CONTRACT ID : 10130 COUNTIES : OCEAN

LETTING DATE : 12/02/10 10:00AM DISTRICT : C1

SET-ASIDE :

====================================================================================================================================

|( 4 ) C7688 |( 5 ) C7583 |( 6 ) S1082

|CRUZ CONTRACTORS LLC |CROSSING CONSTRUCTION CO INC |SCAFAR CONTRACTING INC

LINE NO / ITEM CODE / ALT | | |

ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT

------------------------------------------+-----------------------------+-----------------------------+-----------------------------

0056 401060M 560.000 T | 120.00000 67200.00| 125.00000 70000.00| 125.00000 70000.00

HOT MIX ASPHALT 12.5 M 76 SURFACE COURS | | |

0057 401084M 240.000 T | 160.00000 38400.00| 120.00000 28800.00| 120.00000 28800.00

HOT MIX ASPHALT 19 M 64 INTERMEDIATE | | |

COURSE | | |

0058 401096M 480.000 T | 120.00000 57600.00| 115.00000 55200.00| 115.00000 55200.00

HOT MIX ASPHALT 19 M 64 BASE COURSE | | |

0059 401108M 5.000 U | 280.00000 1400.00| 250.00000 1250.00| 250.00000 1250.00

CORE SAMPLES, HOT MIX ASPHALT | | |

0060 501006P 34040.000 SF | 40.00000 1361600.00| 31.00000 1055240.00| 39.00000 1327560.00

PERMANENT SHEETING | | |

0062 602105M 2.000 U | 500.00000 1000.00| 1500.00000 3000.00| 981.44000 1962.88

SET INLET TYPE B, CASTING | | |

0063 602108M 1.000 U | 500.00000 500.00| 1600.00000 1600.00| 1037.44000 1037.44

SET INLET TYPE E, CASTING | | |

0064 602117M 1.000 U | 500.00000 500.00| 1600.00000 1600.00| 1338.44000 1338.44

SET SQUARE FRAMED MANHOLE CASTING, | | |

CIRCULAR COVER | | |

0065 602210M 2.000 U | 1300.00000 2600.00| 1600.00000 3200.00| 525.44000 1050.88

BICYCLE SAFE GRATE | | |

0066 602214M 8.000 U | 500.00000 4000.00| 500.00000 4000.00| 690.00000 5520.00

INLET FACE PLATE | | |

0068 603048P 280.000 SY | 110.00000 30800.00| 65.00000 18200.00| 75.81000 21226.80

RIPRAP STONE CHANNEL PROTECTION, 24" | | |

THICK (D50=12") | | |

0069 605212P 131.000 LF | 25.00000 3275.00| 10.00000 1310.00| 35.00000 4585.00

RESET FENCE | | |

0070 606012P 245.000 SY | 80.00000 19600.00| 75.30000 18448.50| 45.00000 11025.00

CONCRETE SIDEWALK, 4" THICK | | |

0071 606021P 10.000 SY | 110.00000 1100.00| 69.70000 697.00| 85.00000 850.00

CONCRETE SIDEWALK, 8" THICK | | |

0072 606028P 135.000 SY | 100.00000 13500.00| 130.90000 17671.50| 96.23000 12991.05

RESET PRECAST CONCRETE PAVERS | | |

0073 606039P 77.000 SY | 75.00000 5775.00| 72.50000 5582.50| 72.50000 5582.50

HOT MIX ASPHALT DRIVEWAY, 6" THICK | | |

0074 606043P 182.000 SY | 30.00000 5460.00| 30.00000 5460.00| 4.36000 793.52

STONE OR GRAVEL DRIVEWAY, 4" THICK | | |

0075 606051P 90.000 SY | 110.00000 9900.00| 88.20000 7938.00| 75.00000 6750.00

CONCRETE DRIVEWAY, 6" THICK | | |

New Jersey Department of Transportation DATE : 12/03/10

PAGE : 130 -13

TABULATION OF BIDS

CALL ORDER : 130 CONTRACT ID : 10130 COUNTIES : OCEAN

LETTING DATE : 12/02/10 10:00AM DISTRICT : C1

SET-ASIDE :

====================================================================================================================================

|( 4 ) C7688 |( 5 ) C7583 |( 6 ) S1082

|CRUZ CONTRACTORS LLC |CROSSING CONSTRUCTION CO INC |SCAFAR CONTRACTING INC

LINE NO / ITEM CODE / ALT | | |

ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT

------------------------------------------+-----------------------------+-----------------------------+-----------------------------

0076 606084P 5.000 SY | 400.00000 2000.00| 269.90000 1349.50| 200.00000 1000.00

DETECTABLE WARNING SURFACE | | |

0077 607018P 148.000 LF | 24.00000 3552.00| 21.75000 3219.00| 18.00000 2664.00

9" X 16" CONCRETE VERTICAL CURB | | |

0078 607021P 675.000 LF | 25.00000 16875.00| 22.25000 15018.75| 18.25000 12318.75

9" X 18" CONCRETE VERTICAL CURB | | |

0079 607081P 394.000 LF | 20.00000 7880.00| 15.00000 5910.00| 15.00000 5910.00

9" X 4" HOT MIX ASPHALT CURB | | |

0080 609003M 699.000 LF | 20.00000 13980.00| 17.50000 12232.50| 18.42000 12875.58

BEAM GUIDE RAIL | | |

0081 609021M 300.000 LF | 8.00000 2400.00| 9.00000 2700.00| 5.75000 1725.00

RUB RAIL | | |

0082 609039M 4.000 U | 500.00000 2000.00| 795.00000 3180.00| 454.03000 1816.12

BEAM GUIDE RAIL ANCHORAGE | | |

0083 609063M 375.000 LF | 15.00000 5625.00| 5.00000 1875.00| 7.70000 2887.50

RESET BEAM GUIDE RAIL WITH EXISTING | | |

POSTS | | |

0084 610003M 3900.000 LF | 0.60000 2340.00| 0.60000 2340.00| 0.33000 1287.00

TRAFFIC STRIPES, LONG LIFE, EPOXY RESIN | | |

4" | | |

0085 610007M 90.000 LF | 1.20000 108.00| 1.20000 108.00| 0.66000 59.40

TRAFFIC STRIPES, LONG LIFE, EPOXY RESIN | | |

8" | | |

0086 610009M 375.000 SF | 5.00000 1875.00| 5.00000 1875.00| 3.40000 1275.00

TRAFFIC MARKINGS, THERMOPLASTIC | | |

0087 610012M 3.000 U | 50.00000 150.00| 49.95000 149.85| 36.00000 108.00

RPM, MONO-DIRECTIONAL, WHITE LENS | | |

0088 610018M 22.000 U | 50.00000 1100.00| 49.95000 1098.90| 36.00000 792.00

RPM, MONO-DIRECTIONAL, AMBER LENS | | |

0089 610021M 10.000 U | 50.00000 500.00| 49.95000 499.50| 36.00000 360.00

RPM, BI-DIRECTIONAL, AMBER LENS | | |

0090 610027M 31.000 U | 15.00000 465.00| 15.00000 465.00| 12.55000 389.05

REMOVAL AND REPLACEMENT OF RPM LENS | | |

0091 610036M 1080.000 LF | 0.50000 540.00| 0.45000 486.00| 0.60000 648.00

REMOVAL OF TRAFFIC STRIPES | | |

0092 617003P LUMP | 18000.00000 18000.00| 37000.00000 37000.00| 12166.34000 12166.34

FLOATING DOCK AND GANGWAY | | |

0093 651054P 231.000 LF | 80.00000 18480.00| 80.00000 18480.00| 49.82000 11508.42

6" DUCTILE IRON WATER PIPE, CLASS 52 | | |

New Jersey Department of Transportation DATE : 12/03/10

PAGE : 130 -14

TABULATION OF BIDS

CALL ORDER : 130 CONTRACT ID : 10130 COUNTIES : OCEAN

LETTING DATE : 12/02/10 10:00AM DISTRICT : C1

SET-ASIDE :

====================================================================================================================================

|( 4 ) C7688 |( 5 ) C7583 |( 6 ) S1082

|CRUZ CONTRACTORS LLC |CROSSING CONSTRUCTION CO INC |SCAFAR CONTRACTING INC

LINE NO / ITEM CODE / ALT | | |

ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT

------------------------------------------+-----------------------------+-----------------------------+-----------------------------

0094 651063P 191.000 LF | 110.00000 21010.00| 135.00000 25785.00| 77.43000 14789.13

12" DUCTILE IRON WATER PIPE, CLASS 52 | | |

0095 651243M 3.000 U | 1000.00000 3000.00| 1800.00000 5400.00| 683.86000 2051.58

WATER SERVICE CONNECTION | | |

0096 651247M LUMP | 1800.00000 1800.00| 8000.00000 8000.00| 4541.58000 4541.58

DRY HYDRANT ASSEMBLY | | |

0097 652004P 168.000 LF | 100.00000 16800.00| 80.00000 13440.00| 63.42000 10654.56

8" DUCTILE IRON SEWER PIPE | | |

0098 652418M LUMP | 5000.00000 5000.00| 8000.00000 8000.00| 46915.26000 46915.26

SANITARY SEWER BY-PASS PUMPING | | |

0099 652421M 2.000 U | 4000.00000 8000.00| 3000.00000 6000.00| 2215.10000 4430.20

MANHOLE, DOGHOUSE, SANITARY SEWER, 4' | | |

DIAMETER | | |

0100 701033P 161.000 LF | 50.00000 8050.00| 41.10000 6617.10| 47.50000 7647.50

4" RIGID NONMETALLIC CONDUIT | | |

0101 702057M LUMP | 10000.00000 10000.00| 1127.00000 1127.00| 5500.00000 5500.00

INTERIM TRAFFIC SIGNAL SYSTEM, LOCATION | | |

NO. ___ 1 | | |

SECTION TOTALS | $ 3,027,153.75| $ 2,789,829.85| $ 3,307,314.60

------------------------------------------+-----------------------------+-----------------------------+-----------------------------

SECTION 0002 CONSTRUCTION ENGINEERING ITEMS

| | |

0007 155012M 1.000 U | 30000.00000 30000.00| 26000.00000 26000.00| 28000.00000 28000.00

FIELD OFFICE TYPE D SET UP | | |

0008 155030M 30.000 MO | 2500.00000 75000.00| 3200.00000 96000.00| 1800.00000 54000.00

FIELD OFFICE TYPE D MAINTENANCE | | |

0009 155039M LUMP | 12000.00000 12000.00| 12000.00000 12000.00| 12000.00000 12000.00

TELEPHONE SERVICE | | |

0010 156009M 1.000 U | 8000.00000 8000.00| 5000.00000 5000.00| 1000.00000 1000.00

CURING FACILITY SET-UP | | |

0011 156012M 27.000 MO | 500.00000 13500.00| 100.00000 2700.00| 100.00000 2700.00

CURING FACILITY MAINTENANCE | | |

SECTION TOTALS | $ 138,500.00| $ 141,700.00| $ 97,700.00

------------------------------------------+-----------------------------+-----------------------------+-----------------------------

SECTION 0003 NON-PARTICIPATING (ROADWAY) ITEMS

| | |

0002 152003P LUMP | 15000.00000 15000.00| 6488.00000 6488.00| 20000.00000 20000.00

OWNER'S AND CONTRACTOR'S PROTECTIVE | | |

LIABILITY INSURANCE | | |

New Jersey Department of Transportation DATE : 12/03/10

PAGE : 130 -15

TABULATION OF BIDS

CALL ORDER : 130 CONTRACT ID : 10130 COUNTIES : OCEAN

LETTING DATE : 12/02/10 10:00AM DISTRICT : C1

SET-ASIDE :

====================================================================================================================================

|( 4 ) C7688 |( 5 ) C7583 |( 6 ) S1082

|CRUZ CONTRACTORS LLC |CROSSING CONSTRUCTION CO INC |SCAFAR CONTRACTING INC

LINE NO / ITEM CODE / ALT | | |

ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT

------------------------------------------+-----------------------------+-----------------------------+-----------------------------

0003 152009P LUMP | 30000.00000 30000.00| 11500.00000 11500.00| 1.00000 1.00

POLLUTION LIABILITY INSURANCE | | |

0061 601670M 280.000 LF | 10.00000 2800.00| 5.00000 1400.00| 12.00000 3360.00

CLEANING EXISTING PIPE, 12" TO 24" | | |

DIAMETER | | |

0067 602216M 12.000 U | 250.00000 3000.00| 100.00000 1200.00| 525.00000 6300.00

CLEANING DRAINAGE STRUCTURE | | |

0110 810003M 1.000 ACRE | 2000.00000 2000.00| 300.00000 300.00| 375.00000 375.00

MOWING | | |

SECTION TOTALS | $ 52,800.00| $ 20,888.00| $ 30,036.00

------------------------------------------+-----------------------------+-----------------------------+-----------------------------

SECTION 0004 EROSION CONTROL ITEMS

| | |

0015 158003M 175.000 LF | 7.00000 1225.00| 10.00000 1750.00| 3.46000 605.50

CAUTION FENCE | | |

0016 158009M 696.000 LF | 10.00000 6960.00| 15.00000 10440.00| 6.04000 4203.84

HEAVY DUTY SILT FENCE, ORANGE | | |

0017 158015M 50.000 U | 15.00000 750.00| 25.00000 1250.00| 12.00000 600.00

HAYBALE | | |

0018 158030M 11.000 U | 150.00000 1650.00| 450.00000 4950.00| 332.29000 3655.19

INLET FILTER TYPE 2, 2' X 4' | | |

0019 158033M 1.000 U | 200.00000 200.00| 500.00000 500.00| 452.40000 452.40

INLET FILTER TYPE 2, 4' X 4' | | |

0020 158045M 527.000 LF | 40.00000 21080.00| 25.00000 13175.00| 13.67000 7204.09

FLOATING TURBIDITY BARRIER, TYPE 2 | | |

0021 158055M 2.000 U | 500.00000 1000.00| 2000.00000 4000.00| 110.00000 220.00

SEDIMENT CONTROL BAG | | |

0022 158060M 115.000 T | 70.00000 8050.00| 100.00000 11500.00| 36.63000 4212.45

CONSTRUCTION DRIVEWAY | | |

0023 158063P LUMP | 4000.00000 4000.00| 3000.00000 3000.00| 5000.00000 5000.00

CONCRETE WASHOUT SYSTEM | | |

0024 158072M 2.000 U | 1000.00000 2000.00| 1000.00000 2000.00| 1200.00000 2400.00

OIL ONLY EMERGENCY SPILL KIT, TYPE 1 | | |

0025 158084M 115.000 CY | 150.00000 17250.00| 100.00000 11500.00| 46.59000 5357.85

EROSION CONTROL SEDIMENT REMOVAL | | |

SECTION TOTALS | $ 64,165.00| $ 64,065.00| $ 33,911.32

------------------------------------------+-----------------------------+-----------------------------+-----------------------------

SECTION 0005 GENERAL LANDSCAPE ITEMS

| | |

New Jersey Department of Transportation DATE : 12/03/10

PAGE : 130 -16

TABULATION OF BIDS

CALL ORDER : 130 CONTRACT ID : 10130 COUNTIES : OCEAN

LETTING DATE : 12/02/10 10:00AM DISTRICT : C1

SET-ASIDE :

====================================================================================================================================

|( 4 ) C7688 |( 5 ) C7583 |( 6 ) S1082

|CRUZ CONTRACTORS LLC |CROSSING CONSTRUCTION CO INC |SCAFAR CONTRACTING INC

LINE NO / ITEM CODE / ALT | | |

ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT

------------------------------------------+-----------------------------+-----------------------------+-----------------------------

0102 804006P 1611.000 SY | 6.00000 9666.00| 1.60000 2577.60| 1.60000 2577.60

TOPSOILING, 4" THICK | | |

0103 804009P 108.000 SY | 8.00000 864.00| 1.70000 183.60| 1.70000 183.60

TOPSOILING, 6" THICK | | |

0104 804015P 156.000 CY | 30.00000 4680.00| 30.00000 4680.00| 30.00000 4680.00

BORROW TOPSOIL | | |

0105 806006P 1611.000 SY | 0.75000 1208.25| 0.45000 724.95| 0.45000 724.95

FERTILIZING AND SEEDING, TYPE A-3 | | |

0106 806018P 161.000 SY | 1.00000 161.00| 0.50000 80.50| 0.50000 80.50

FERTILIZING AND SEEDING, TYPE F | | |

0107 807003M 201.000 SY | 5.00000 1005.00| 4.25000 854.25| 4.25000 854.25

TOPSOIL STABILIZATION, TYPE 1 MAT | | |

0108 809003M 1772.000 SY | 0.75000 1329.00| 0.45000 797.40| 0.45000 797.40

STRAW MULCHING | | |

0109 809015M 108.000 SY | 5.00000 540.00| 5.00000 540.00| 5.00000 540.00

SHREDDED HARDWOOD BARK MULCHING | | |

SECTION TOTALS | $ 19,453.25| $ 10,438.30| $ 10,438.30

------------------------------------------+-----------------------------+-----------------------------+-----------------------------

SECTION 0006 LATIN LANDSCAPE ITEMS

| | |

0111 811036M 4.000 U | 400.00000 1600.00| 375.00000 1500.00| 375.00000 1500.00

EVERGREEN TREE, 8-9' HIGH, B&B | | |

0112 811039M 6.000 U | 225.00000 1350.00| 200.00000 1200.00| 200.00000 1200.00

EVERGREEN TREE, 6-7' HIGH, B&B | | |

SECTION TOTALS | $ 2,950.00| $ 2,700.00| $ 2,700.00

------------------------------------------+-----------------------------+-----------------------------+-----------------------------

SECTION 0007 U.S. RT. 9 OVER TUCKERTON CREEK (STRUCTURE NO. 1501-150)

| | |

0113 553003M 1400.000 SF | 60.00000 84000.00| 45.50000 63700.00| 45.50000 63700.00

PNEUMATICALLY APPLIED MORTAR | | |

0114 603083P 43.000 SY | 300.00000 12900.00| 350.00000 15050.00| 188.46000 8103.78

ARTICULATED CONCRETE BLOCK MATTING, 6", | | |

OPEN CELL | | |

SECTION TOTALS | $ 96,900.00| $ 78,750.00| $ 71,803.78

------------------------------------------+-----------------------------+-----------------------------+-----------------------------

SECTION 0008 U.S. RT. 9 OVER TUCKERTON CREEK (STRUCTURE NO. 1501-160)

| | |

0115 158094M 1.000 U | 25000.00000 25000.00| 28000.00000 28000.00| 9713.17000 9713.17

SLUICE GATE | | |

New Jersey Department of Transportation DATE : 12/03/10

PAGE : 130 -17

TABULATION OF BIDS

CALL ORDER : 130 CONTRACT ID : 10130 COUNTIES : OCEAN

LETTING DATE : 12/02/10 10:00AM DISTRICT : C1

SET-ASIDE :

====================================================================================================================================

|( 4 ) C7688 |( 5 ) C7583 |( 6 ) S1082

|CRUZ CONTRACTORS LLC |CROSSING CONSTRUCTION CO INC |SCAFAR CONTRACTING INC

LINE NO / ITEM CODE / ALT | | |

ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT

------------------------------------------+-----------------------------+-----------------------------+-----------------------------

0116 162005P LUMP | 28000.00000 28000.00| 20000.00000 20000.00| 9000.00000 9000.00

VIBRATION MONITORING | | |

0117 202009P 5365.000 CY | 35.00000 187775.00| 35.00000 187775.00| 25.51000 136861.15

EXCAVATION, UNCLASSIFIED | | |

0118 203009P 150.000 CY | 40.00000 6000.00| 85.00000 12750.00| 38.80000 5820.00

I-9 SOIL AGGREGATE | | |

0119 501006P 2800.000 SF | 32.00000 89600.00| 30.00000 84000.00| 47.50000 133000.00

PERMANENT SHEETING | | |

0120 501009P LUMP | 450000.00000 450000.00| 900000.00000 900000.00| 1108000.00000 1108000.00

TEMPORARY COFFERDAM | | |

0121 501012P LUMP | 270000.00000 270000.00| 230000.00000 230000.00| 327439.97000 327439.97

PERMANENT COFFERDAM | | |

0122 502003P LUMP | 3000.00000 3000.00| 50000.00000 50000.00| 68500.00000 68500.00

FURNISHING EQUIPMENT FOR DRIVING PILES | | |

0123 502009M 315.000 LF | 30.00000 9450.00| 30.00000 9450.00| 25.00000 7875.00

TEST PILE, FURNISHED | | |

0124 502012M 315.000 LF | 110.00000 34650.00| 60.00000 18900.00| 30.00000 9450.00

TEST PILE, DRIVEN | | |

0125 502159M 11715.000 LF | 30.00000 351450.00| 25.00000 292875.00| 21.00000 246015.00

STEEL H-PILE, FURNISHED, HP 10 X 42 | | |

0126 502177M 11715.000 LF | 15.00000 175725.00| 34.00000 398310.00| 12.00000 140580.00

STEEL H-PILE, DRIVEN, HP 10 X 42 | | |

0127 504003P 2200.000 LB | 1.50000 3300.00| 1.25000 2750.00| 1.37000 3014.00

REINFORCEMENT STEEL | | |

0128 504006P 65000.000 LB | 1.80000 117000.00| 1.50000 97500.00| 1.37000 89050.00

REINFORCEMENT STEEL, EPOXY-COATED | | |

0129 504015P 735.000 CY | 450.00000 330750.00| 520.00000 382200.00| 343.75000 252656.25

CONCRETE FOOTING | | |

0130 504018P 85.000 CY | 1300.00000 110500.00| 1415.00000 120275.00| 953.45000 81043.25

CONCRETE WING WALL | | |

0131 504080P 230.000 CY | 710.00000 163300.00| 750.00000 172500.00| 528.86000 121637.80

CONCRETE SPILLWAY | | |

0132 505057P 391.000 LF | 2000.00000 782000.00| 1540.00000 602140.00| 1542.64000 603172.24

PRECAST CONCRETE CULVERT | | |

0133 506018P LUMP | 90000.00000 90000.00| 70000.00000 70000.00| 71461.63000 71461.63

STEEL PEDESTRIAN BRIDGE | | |

0134 507036P 166.000 LF | 200.00000 33200.00| 175.00000 29050.00| 265.00000 43990.00

CONCRETE BRIDGE PARAPET (CULVERT) | | |

0135 509112P 128.000 LF | 140.00000 17920.00| 135.00000 17280.00| 96.65000 12371.20

ALUMINUM RAILING (SPILLWAY) | | |

New Jersey Department of Transportation DATE : 12/03/10

PAGE : 130 -18

TABULATION OF BIDS

CALL ORDER : 130 CONTRACT ID : 10130 COUNTIES : OCEAN

LETTING DATE : 12/02/10 10:00AM DISTRICT : C1

SET-ASIDE :

====================================================================================================================================

|( 4 ) C7688 |( 5 ) C7583 |( 6 ) S1082

|CRUZ CONTRACTORS LLC |CROSSING CONSTRUCTION CO INC |SCAFAR CONTRACTING INC

LINE NO / ITEM CODE / ALT | | |

ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT

------------------------------------------+-----------------------------+-----------------------------+-----------------------------

0136 509112P 122.000 LF | 140.00000 17080.00| 130.00000 15860.00| 98.02000 11958.44

ALUMINUM RAILING (CULVERT) | | |

0137 509120P LUMP | 300000.00000 300000.00| 220000.00000 220000.00| 174350.27000 174350.27

FISH LADDER | | |

0138 509121P 91.000 SF | 140.00000 12740.00| 77.00000 7007.00| 31.00000 2821.00

ALUMINUM GRATING | | |

0139 510003P LUMP | 20000.00000 20000.00| 25000.00000 25000.00| 22247.49000 22247.49

TIMBER STRUCTURE (PEDESTRIAN WALKWAY) | | |

0140 602012M 2.000 U | 4000.00000 8000.00| 3000.00000 6000.00| 1679.10000 3358.20

INLET, TYPE B | | |

0141 606012P 27.000 SY | 80.00000 2160.00| 75.35000 2034.45| 48.00000 1296.00

CONCRETE SIDEWALK, 4" THICK | | |

0142 622005M 5.000 U | 1000.00000 5000.00| 800.00000 4000.00| 702.32000 3511.60

BUOY | | |

0143 657003P LUMP | 8000.00000 8000.00| 8000.00000 8000.00| 1000.00000 1000.00

TEMPORARY SUPPORT, UTILITY (SANITARY | | |

SEWER) | | |

0144 657003P LUMP | 8000.00000 8000.00| 8000.00000 8000.00| 6166.34000 6166.34

TEMPORARY SUPPORT, UTILITY (TELEPHONE) | | |

0145 701012P 17.000 LF | 150.00000 2550.00| 41.70000 708.90| 50.00000 850.00

1 1/2" RIGID METALLIC CONDUIT | | |

0146 703010M 1.000 U | 3000.00000 3000.00| 3369.00000 3369.00| 4500.00000 4500.00

LIGHTING STANDARD DECORATIVE | | |

SECTION TOTALS | $ 3,665,150.00| $ 4,025,734.35| $ 3,712,710.00

------------------------------------------+-----------------------------+-----------------------------+-----------------------------

CONTRACT TOTALS | $ 7,067,072.00| $ 7,134,105.50| $ 7,266,614.00

====================================================================================================================================

I CERTIFY THAT THE ABOVE IS AN EXACT TRANSCRIPT OF THE

ORIGINAL BID PROPOSAL, EXCEPT THAT ERRORS, IF ANY, IN

EXTENSION AND ADDITIONS HAVE BEEN CORRECTED.

SIGNED,

New Jersey Department of Transportation DATE : 12/03/10

PAGE : 130 -19

TABULATION OF BIDS

CALL ORDER : 130 CONTRACT ID : 10130 COUNTIES : OCEAN

LETTING DATE : 12/02/10 10:00AM DISTRICT : C1

SET-ASIDE :

====================================================================================================================================

|( 7 ) A3063 |( 8 ) E0622 |( 9 ) M4139

|AGATE CONSTR CO INC |EARLE ASPHALT COMPANY |MIDLANTIC CONSTRUCTION LLC

LINE NO / ITEM CODE / ALT | | |

ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT

------------------------------------------+-----------------------------+-----------------------------+-----------------------------

SECTION 0001 ROADWAY

| | |

0001 151003M LUMP | 35000.00000 35000.00| 35000.00000 35000.00| 37000.00000 37000.00

PERFORMANCE BOND AND PAYMENT BOND | | |

0004 153009P LUMP | 1000.00000 1000.00| 5500.00000 5500.00| 18000.00000 18000.00

BAR CHART PROGRESS SCHEDULE AND UPDATES | | |

0005 153012P 1300.000 HOUR | 0.01000 13.00| 0.01000 13.00| 0.01000 13.00

TRAINEES | | |

0006 154003P LUMP | 780000.00000 780000.00| 780000.00000 780000.00| 800000.00000 800000.00

MOBILIZATION | | |

0012 157003M LUMP | 50000.00000 50000.00| 100000.00000 100000.00| 85000.00000 85000.00

CONSTRUCTION LAYOUT | | |

0013 157006M 4.000 U | 500.00000 2000.00| 1200.00000 4800.00| 360.00000 1440.00

MONUMENT | | |

0014 157009M 4.000 U | 300.00000 1200.00| 500.00000 2000.00| 360.00000 1440.00

MONUMENT BOX | | |

0026 159003M 20.000 U | 10.00000 200.00| 115.00000 2300.00| 1.00000 20.00

BREAKAWAY BARRICADE | | |

0027 159006M 120.000 U | 5.00000 600.00| 65.00000 7800.00| 1.00000 120.00

DRUM | | |

0028 159009M 90.000 U | 0.01000 0.90| 15.00000 1350.00| 1.00000 90.00

TRAFFIC CONE | | |

0029 159011M 1.000 U | 1000.00000 1000.00| 220.00000 220.00| 1000.00000 1000.00

BOLLARDS | | |

0030 159012M 610.000 SF | 20.00000 12200.00| 0.01000 6.10| 13.00000 7930.00

CONSTRUCTION SIGNS | | |

0031 159015M 2.000 U | 1000.00000 2000.00| 1200.00000 2400.00| 840.00000 1680.00

CONSTRUCTION IDENTIFICATION SIGN, 4' X | | |

8' | | |

0032 159021P 620.000 LF | 50.00000 31000.00| 65.00000 40300.00| 47.00000 29140.00

CONSTRUCTION BARRIER CURB | | |

0033 159024M 2.000 U | 3000.00000 6000.00| 2800.00000 5600.00| 1.00000 2.00

FLASHING ARROW BOARD, 2' X 4' | | |

0034 159030M 2.000 U | 15000.00000 30000.00| 6000.00000 12000.00| 1.00000 2.00

PORTABLE VARIABLE MESSAGE SIGN | | |

0035 159063M 2.000 U | 50000.00000 100000.00| 30000.00000 60000.00| 1.00000 2.00

TEMPORARY CRASH CUSHION, QUADGUARD 3 | | |

BAYS X 24" WIDE | | |

0036 159108M 2.000 U | 1000.00000 2000.00| 25500.00000 51000.00| 1.00000 2.00

TRAFFIC CONTROL TRUCK WITH MOUNTED | | |

CRASH CUSHION | | |

New Jersey Department of Transportation DATE : 12/03/10

PAGE : 130 -20

TABULATION OF BIDS

CALL ORDER : 130 CONTRACT ID : 10130 COUNTIES : OCEAN

LETTING DATE : 12/02/10 10:00AM DISTRICT : C1

SET-ASIDE :

====================================================================================================================================

|( 7 ) A3063 |( 8 ) E0622 |( 9 ) M4139

|AGATE CONSTR CO INC |EARLE ASPHALT COMPANY |MIDLANTIC CONSTRUCTION LLC

LINE NO / ITEM CODE / ALT | | |

ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT

------------------------------------------+-----------------------------+-----------------------------+-----------------------------

0037 159114M 7200.000 LF | 1.60000 11520.00| 0.01000 72.00| 2.00000 14400.00

REMOVABLE BLACK LINE MASKING TAPE, 6" | | |

0038 159120M 9700.000 LF | 1.00000 9700.00| 0.01000 97.00| 1.80000 17460.00

TEMPORARY PAVEMENT MARKING TAPE, 4" | | |

0039 159135M 100.000 U | 5.00000 500.00| 1.00000 100.00| 3.00000 300.00

TEMPORARY PAVEMENT MARKERS | | |

0040 159138M 40.000 T | 140.00000 5600.00| 50.00000 2000.00| 1.00000 40.00

HMA PATCH | | |

0041 159141M 600.000 HOUR | 40.00000 24000.00| 85.00000 51000.00| 0.01000 6.00

TRAFFIC DIRECTOR, FLAGGER | | |

0042 160003M LUMP | 2100.00000 2100.00| 2100.00000 2100.00| 2100.00000 2100.00

FUEL PRICE ADJUSTMENT | | |

0043 161003P LUMP | 500.00000 500.00| 1500.00000 1500.00| 1.00000 1.00

FINAL CLEANUP | | |

0044 162003M 7.000 U | 500.00000 3500.00| 1500.00000 10500.00| 900.00000 6300.00

CONDITION SURVEY | | |

0045 201003P LUMP | 110000.00000 110000.00| 110000.00000 110000.00| 110000.00000 110000.00

CLEARING SITE | | |

0046 202003P 0.050 ACRE | 1.00000 0.05| 0.01000 0.00| 1.00000 0.05

STRIPPING | | |

0047 202006M 20.000 CY | 100.00000 2000.00| 510.00000 10200.00| 1.00000 20.00

EXCAVATION, TEST PIT | | |

0048 202009P 625.000 CY | 100.00000 62500.00| 15.00000 9375.00| 37.00000 23125.00

EXCAVATION, UNCLASSIFIED | | |

0049 202021P 1898.000 SY | 10.00000 18980.00| 20.00000 37960.00| 4.00000 7592.00

REMOVAL OF PAVEMENT | | |

0050 203009P 120.000 CY | 100.00000 12000.00| 0.01000 1.20| 52.00000 6240.00

I-9 SOIL AGGREGATE | | |

0051 302042P 2004.000 SY | 20.00000 40080.00| 15.00000 30060.00| 20.00000 40080.00

DENSE-GRADED AGGREGATE BASE COURSE, 8" | | |

THICK | | |

0052 401009P 2847.000 SY | 6.00000 17082.00| 6.00000 17082.00| 6.00000 17082.00

HMA MILLING, 3" OR LESS | | |

0053 401027M 3100.000 LF | 1.00000 3100.00| 0.01000 31.00| 1.00000 3100.00

POLYMERIZED JOINT ADHESIVE | | |

0054 401030M 950.000 GAL | 2.00000 1900.00| 0.01000 9.50| 2.00000 1900.00

TACK COAT | | |

0055 401036M 575.000 GAL | 0.01000 5.75| 0.01000 5.75| 0.01000 5.75

PRIME COAT | | |

New Jersey Department of Transportation DATE : 12/03/10

PAGE : 130 -21

TABULATION OF BIDS

CALL ORDER : 130 CONTRACT ID : 10130 COUNTIES : OCEAN

LETTING DATE : 12/02/10 10:00AM DISTRICT : C1

SET-ASIDE :

====================================================================================================================================

|( 7 ) A3063 |( 8 ) E0622 |( 9 ) M4139

|AGATE CONSTR CO INC |EARLE ASPHALT COMPANY |MIDLANTIC CONSTRUCTION LLC

LINE NO / ITEM CODE / ALT | | |

ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT

------------------------------------------+-----------------------------+-----------------------------+-----------------------------

0056 401060M 560.000 T | 92.00000 51520.00| 70.00000 39200.00| 93.00000 52080.00

HOT MIX ASPHALT 12.5 M 76 SURFACE COURS | | |

0057 401084M 240.000 T | 85.00000 20400.00| 80.00000 19200.00| 85.00000 20400.00

HOT MIX ASPHALT 19 M 64 INTERMEDIATE | | |

COURSE | | |

0058 401096M 480.000 T | 85.00000 40800.00| 80.00000 38400.00| 85.00000 40800.00

HOT MIX ASPHALT 19 M 64 BASE COURSE | | |

0059 401108M 5.000 U | 100.00000 500.00| 60.00000 300.00| 1.00000 5.00

CORE SAMPLES, HOT MIX ASPHALT | | |

0060 501006P 34040.000 SF | 56.00000 1906240.00| 40.00000 1361600.00| 40.00000 1361600.00

PERMANENT SHEETING | | |

0062 602105M 2.000 U | 1500.00000 3000.00| 1000.00000 2000.00| 1400.00000 2800.00

SET INLET TYPE B, CASTING | | |

0063 602108M 1.000 U | 1500.00000 1500.00| 1100.00000 1100.00| 998.00000 998.00

SET INLET TYPE E, CASTING | | |

0064 602117M 1.000 U | 1500.00000 1500.00| 1600.00000 1600.00| 998.00000 998.00

SET SQUARE FRAMED MANHOLE CASTING, | | |

CIRCULAR COVER | | |

0065 602210M 2.000 U | 250.00000 500.00| 290.00000 580.00| 391.00000 782.00

BICYCLE SAFE GRATE | | |

0066 602214M 8.000 U | 350.00000 2800.00| 250.00000 2000.00| 886.00000 7088.00

INLET FACE PLATE | | |

0068 603048P 280.000 SY | 100.00000 28000.00| 75.00000 21000.00| 65.00000 18200.00

RIPRAP STONE CHANNEL PROTECTION, 24" | | |

THICK (D50=12") | | |

0069 605212P 131.000 LF | 5.00000 655.00| 25.00000 3275.00| 18.00000 2358.00

RESET FENCE | | |

0070 606012P 245.000 SY | 45.00000 11025.00| 60.00000 14700.00| 70.00000 17150.00

CONCRETE SIDEWALK, 4" THICK | | |

0071 606021P 10.000 SY | 85.00000 850.00| 125.00000 1250.00| 210.00000 2100.00

CONCRETE SIDEWALK, 8" THICK | | |

0072 606028P 135.000 SY | 165.00000 22275.00| 150.00000 20250.00| 250.00000 33750.00

RESET PRECAST CONCRETE PAVERS | | |

0073 606039P 77.000 SY | 40.00000 3080.00| 50.00000 3850.00| 40.00000 3080.00

HOT MIX ASPHALT DRIVEWAY, 6" THICK | | |

0074 606043P 182.000 SY | 25.00000 4550.00| 20.00000 3640.00| 15.00000 2730.00

STONE OR GRAVEL DRIVEWAY, 4" THICK | | |

0075 606051P 90.000 SY | 75.00000 6750.00| 85.00000 7650.00| 100.00000 9000.00

CONCRETE DRIVEWAY, 6" THICK | | |

New Jersey Department of Transportation DATE : 12/03/10

PAGE : 130 -22

TABULATION OF BIDS

CALL ORDER : 130 CONTRACT ID : 10130 COUNTIES : OCEAN

LETTING DATE : 12/02/10 10:00AM DISTRICT : C1

SET-ASIDE :

====================================================================================================================================

|( 7 ) A3063 |( 8 ) E0622 |( 9 ) M4139

|AGATE CONSTR CO INC |EARLE ASPHALT COMPANY |MIDLANTIC CONSTRUCTION LLC

LINE NO / ITEM CODE / ALT | | |

ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT

------------------------------------------+-----------------------------+-----------------------------+-----------------------------

0076 606084P 5.000 SY | 200.00000 1000.00| 200.00000 1000.00| 190.00000 950.00

DETECTABLE WARNING SURFACE | | |

0077 607018P 148.000 LF | 18.00000 2664.00| 21.00000 3108.00| 20.00000 2960.00

9" X 16" CONCRETE VERTICAL CURB | | |

0078 607021P 675.000 LF | 18.00000 12150.00| 21.00000 14175.00| 20.00000 13500.00

9" X 18" CONCRETE VERTICAL CURB | | |

0079 607081P 394.000 LF | 10.00000 3940.00| 10.00000 3940.00| 10.00000 3940.00

9" X 4" HOT MIX ASPHALT CURB | | |

0080 609003M 699.000 LF | 20.00000 13980.00| 20.00000 13980.00| 17.00000 11883.00

BEAM GUIDE RAIL | | |

0081 609021M 300.000 LF | 6.00000 1800.00| 6.00000 1800.00| 7.00000 2100.00

RUB RAIL | | |

0082 609039M 4.000 U | 500.00000 2000.00| 475.00000 1900.00| 600.00000 2400.00

BEAM GUIDE RAIL ANCHORAGE | | |

0083 609063M 375.000 LF | 8.00000 3000.00| 8.00000 3000.00| 14.00000 5250.00

RESET BEAM GUIDE RAIL WITH EXISTING | | |

POSTS | | |

0084 610003M 3900.000 LF | 0.33000 1287.00| 1.00000 3900.00| 0.70000 2730.00

TRAFFIC STRIPES, LONG LIFE, EPOXY RESIN | | |

4" | | |

0085 610007M 90.000 LF | 0.66000 59.40| 1.25000 112.50| 1.40000 126.00

TRAFFIC STRIPES, LONG LIFE, EPOXY RESIN | | |

8" | | |

0086 610009M 375.000 SF | 3.40000 1275.00| 4.00000 1500.00| 6.00000 2250.00

TRAFFIC MARKINGS, THERMOPLASTIC | | |

0087 610012M 3.000 U | 36.00000 108.00| 40.00000 120.00| 60.00000 180.00

RPM, MONO-DIRECTIONAL, WHITE LENS | | |

0088 610018M 22.000 U | 36.00000 792.00| 40.00000 880.00| 60.00000 1320.00

RPM, MONO-DIRECTIONAL, AMBER LENS | | |

0089 610021M 10.000 U | 36.00000 360.00| 40.00000 400.00| 60.00000 600.00

RPM, BI-DIRECTIONAL, AMBER LENS | | |

0090 610027M 31.000 U | 12.00000 372.00| 10.00000 310.00| 18.00000 558.00

REMOVAL AND REPLACEMENT OF RPM LENS | | |

0091 610036M 1080.000 LF | 0.60000 648.00| 0.75000 810.00| 0.50000 540.00

REMOVAL OF TRAFFIC STRIPES | | |

0092 617003P LUMP | 20000.00000 20000.00| 15000.00000 15000.00| 11000.00000 11000.00

FLOATING DOCK AND GANGWAY | | |

0093 651054P 231.000 LF | 40.00000 9240.00| 80.00000 18480.00| 106.00000 24486.00

6" DUCTILE IRON WATER PIPE, CLASS 52 | | |

New Jersey Department of Transportation DATE : 12/03/10

PAGE : 130 -23

TABULATION OF BIDS

CALL ORDER : 130 CONTRACT ID : 10130 COUNTIES : OCEAN

LETTING DATE : 12/02/10 10:00AM DISTRICT : C1

SET-ASIDE :

====================================================================================================================================

|( 7 ) A3063 |( 8 ) E0622 |( 9 ) M4139

|AGATE CONSTR CO INC |EARLE ASPHALT COMPANY |MIDLANTIC CONSTRUCTION LLC

LINE NO / ITEM CODE / ALT | | |

ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT

------------------------------------------+-----------------------------+-----------------------------+-----------------------------

0094 651063P 191.000 LF | 300.00000 57300.00| 120.00000 22920.00| 154.00000 29414.00

12" DUCTILE IRON WATER PIPE, CLASS 52 | | |

0095 651243M 3.000 U | 2500.00000 7500.00| 2000.00000 6000.00| 4000.00000 12000.00

WATER SERVICE CONNECTION | | |

0096 651247M LUMP | 3000.00000 3000.00| 6500.00000 6500.00| 6000.00000 6000.00

DRY HYDRANT ASSEMBLY | | |

0097 652004P 168.000 LF | 70.00000 11760.00| 120.00000 20160.00| 78.00000 13104.00

8" DUCTILE IRON SEWER PIPE | | |

0098 652418M LUMP | 10000.00000 10000.00| 15000.00000 15000.00| 157000.00000 157000.00

SANITARY SEWER BY-PASS PUMPING | | |

0099 652421M 2.000 U | 10000.00000 20000.00| 3250.00000 6500.00| 5500.00000 11000.00

MANHOLE, DOGHOUSE, SANITARY SEWER, 4' | | |

DIAMETER | | |

0100 701033P 161.000 LF | 53.00000 8533.00| 40.00000 6440.00| 57.00000 9177.00

4" RIGID NONMETALLIC CONDUIT | | |

0101 702057M LUMP | 6000.00000 6000.00| 5000.00000 5000.00| 6600.00000 6600.00

INTERIM TRAFFIC SIGNAL SYSTEM, LOCATION | | |

NO. ___ 1 | | |

SECTION TOTALS | $ 3,683,995.10| $ 3,106,913.05| $ 3,139,619.80

------------------------------------------+-----------------------------+-----------------------------+-----------------------------

SECTION 0002 CONSTRUCTION ENGINEERING ITEMS

| | |

0007 155012M 1.000 U | 50000.00000 50000.00| 50000.00000 50000.00| 60000.00000 60000.00

FIELD OFFICE TYPE D SET UP | | |

0008 155030M 30.000 MO | 1000.00000 30000.00| 2500.00000 75000.00| 6600.00000 198000.00

FIELD OFFICE TYPE D MAINTENANCE | | |

0009 155039M LUMP | 12000.00000 12000.00| 12000.00000 12000.00| 12000.00000 12000.00

TELEPHONE SERVICE | | |

0010 156009M 1.000 U | 5000.00000 5000.00| 6500.00000 6500.00| 100.00000 100.00

CURING FACILITY SET-UP | | |

0011 156012M 27.000 MO | 1000.00000 27000.00| 200.00000 5400.00| 1.00000 27.00

CURING FACILITY MAINTENANCE | | |

SECTION TOTALS | $ 124,000.00| $ 148,900.00| $ 270,127.00

------------------------------------------+-----------------------------+-----------------------------+-----------------------------

SECTION 0003 NON-PARTICIPATING (ROADWAY) ITEMS

| | |

0002 152003P LUMP | 18000.00000 18000.00| 5000.00000 5000.00| 10000.00000 10000.00

OWNER'S AND CONTRACTOR'S PROTECTIVE | | |

LIABILITY INSURANCE | | |

New Jersey Department of Transportation DATE : 12/03/10

PAGE : 130 -24

TABULATION OF BIDS

CALL ORDER : 130 CONTRACT ID : 10130 COUNTIES : OCEAN

LETTING DATE : 12/02/10 10:00AM DISTRICT : C1

SET-ASIDE :

====================================================================================================================================

|( 7 ) A3063 |( 8 ) E0622 |( 9 ) M4139

|AGATE CONSTR CO INC |EARLE ASPHALT COMPANY |MIDLANTIC CONSTRUCTION LLC

LINE NO / ITEM CODE / ALT | | |

ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT

------------------------------------------+-----------------------------+-----------------------------+-----------------------------

0003 152009P LUMP | 1.00000 1.00| 1500.00000 1500.00| 10000.00000 10000.00

POLLUTION LIABILITY INSURANCE | | |

0061 601670M 280.000 LF | 10.00000 2800.00| 11.00000 3080.00| 0.01000 2.80

CLEANING EXISTING PIPE, 12" TO 24" | | |

DIAMETER | | |

0067 602216M 12.000 U | 100.00000 1200.00| 625.00000 7500.00| 0.01000 0.12

CLEANING DRAINAGE STRUCTURE | | |

0110 810003M 1.000 ACRE | 300.00000 300.00| 1600.00000 1600.00| 1.00000 1.00

MOWING | | |

SECTION TOTALS | $ 22,301.00| $ 18,680.00| $ 20,003.92

------------------------------------------+-----------------------------+-----------------------------+-----------------------------

SECTION 0004 EROSION CONTROL ITEMS

| | |

0015 158003M 175.000 LF | 2.50000 437.50| 5.00000 875.00| 9.00000 1575.00

CAUTION FENCE | | |

0016 158009M 696.000 LF | 6.50000 4524.00| 11.00000 7656.00| 11.00000 7656.00

HEAVY DUTY SILT FENCE, ORANGE | | |

0017 158015M 50.000 U | 10.00000 500.00| 15.00000 750.00| 12.00000 600.00

HAYBALE | | |

0018 158030M 11.000 U | 150.00000 1650.00| 130.00000 1430.00| 120.00000 1320.00

INLET FILTER TYPE 2, 2' X 4' | | |

0019 158033M 1.000 U | 200.00000 200.00| 115.00000 115.00| 220.00000 220.00

INLET FILTER TYPE 2, 4' X 4' | | |

0020 158045M 527.000 LF | 1.00000 527.00| 25.00000 13175.00| 18.00000 9486.00

FLOATING TURBIDITY BARRIER, TYPE 2 | | |

0021 158055M 2.000 U | 5000.00000 10000.00| 1500.00000 3000.00| 1.00000 2.00

SEDIMENT CONTROL BAG | | |

0022 158060M 115.000 T | 25.00000 2875.00| 50.00000 5750.00| 36.00000 4140.00

CONSTRUCTION DRIVEWAY | | |

0023 158063P LUMP | 3000.00000 3000.00| 6700.00000 6700.00| 1.00000 1.00

CONCRETE WASHOUT SYSTEM | | |

0024 158072M 2.000 U | 1000.00000 2000.00| 2000.00000 4000.00| 1.00000 2.00

OIL ONLY EMERGENCY SPILL KIT, TYPE 1 | | |

0025 158084M 115.000 CY | 0.01000 1.15| 0.01000 1.15| 1.00000 115.00

EROSION CONTROL SEDIMENT REMOVAL | | |

SECTION TOTALS | $ 25,714.65| $ 43,452.15| $ 25,117.00

------------------------------------------+-----------------------------+-----------------------------+-----------------------------

SECTION 0005 GENERAL LANDSCAPE ITEMS

| | |

New Jersey Department of Transportation DATE : 12/03/10

PAGE : 130 -25

TABULATION OF BIDS

CALL ORDER : 130 CONTRACT ID : 10130 COUNTIES : OCEAN

LETTING DATE : 12/02/10 10:00AM DISTRICT : C1

SET-ASIDE :

====================================================================================================================================

|( 7 ) A3063 |( 8 ) E0622 |( 9 ) M4139

|AGATE CONSTR CO INC |EARLE ASPHALT COMPANY |MIDLANTIC CONSTRUCTION LLC

LINE NO / ITEM CODE / ALT | | |

ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT

------------------------------------------+-----------------------------+-----------------------------+-----------------------------

0102 804006P 1611.000 SY | 2.50000 4027.50| 5.00000 8055.00| 2.00000 3222.00

TOPSOILING, 4" THICK | | |

0103 804009P 108.000 SY | 3.50000 378.00| 6.00000 648.00| 2.00000 216.00

TOPSOILING, 6" THICK | | |

0104 804015P 156.000 CY | 21.00000 3276.00| 15.00000 2340.00| 36.00000 5616.00

BORROW TOPSOIL | | |

0105 806006P 1611.000 SY | 0.75000 1208.25| 1.00000 1611.00| 1.00000 1611.00

FERTILIZING AND SEEDING, TYPE A-3 | | |

0106 806018P 161.000 SY | 1.00000 161.00| 1.00000 161.00| 1.00000 161.00

FERTILIZING AND SEEDING, TYPE F | | |

0107 807003M 201.000 SY | 2.00000 402.00| 8.00000 1608.00| 5.00000 1005.00

TOPSOIL STABILIZATION, TYPE 1 MAT | | |

0108 809003M 1772.000 SY | 0.50000 886.00| 1.00000 1772.00| 0.50000 886.00

STRAW MULCHING | | |

0109 809015M 108.000 SY | 3.00000 324.00| 15.00000 1620.00| 6.00000 648.00

SHREDDED HARDWOOD BARK MULCHING | | |

SECTION TOTALS | $ 10,662.75| $ 17,815.00| $ 13,365.00

------------------------------------------+-----------------------------+-----------------------------+-----------------------------

SECTION 0006 LATIN LANDSCAPE ITEMS

| | |

0111 811036M 4.000 U | 325.00000 1300.00| 500.00000 2000.00| 450.00000 1800.00

EVERGREEN TREE, 8-9' HIGH, B&B | | |

0112 811039M 6.000 U | 190.00000 1140.00| 230.00000 1380.00| 240.00000 1440.00

EVERGREEN TREE, 6-7' HIGH, B&B | | |

SECTION TOTALS | $ 2,440.00| $ 3,380.00| $ 3,240.00

------------------------------------------+-----------------------------+-----------------------------+-----------------------------

SECTION 0007 U.S. RT. 9 OVER TUCKERTON CREEK (STRUCTURE NO. 1501-150)

| | |

0113 553003M 1400.000 SF | 50.00000 70000.00| 35.00000 49000.00| 35.00000 49000.00

PNEUMATICALLY APPLIED MORTAR | | |

0114 603083P 43.000 SY | 200.00000 8600.00| 650.00000 27950.00| 340.00000 14620.00

ARTICULATED CONCRETE BLOCK MATTING, 6", | | |

OPEN CELL | | |

SECTION TOTALS | $ 78,600.00| $ 76,950.00| $ 63,620.00

------------------------------------------+-----------------------------+-----------------------------+-----------------------------

SECTION 0008 U.S. RT. 9 OVER TUCKERTON CREEK (STRUCTURE NO. 1501-160)

| | |

0115 158094M 1.000 U | 20000.00000 20000.00| 25000.00000 25000.00| 27000.00000 27000.00

SLUICE GATE | | |

New Jersey Department of Transportation DATE : 12/03/10

PAGE : 130 -26

TABULATION OF BIDS

CALL ORDER : 130 CONTRACT ID : 10130 COUNTIES : OCEAN

LETTING DATE : 12/02/10 10:00AM DISTRICT : C1

SET-ASIDE :

====================================================================================================================================

|( 7 ) A3063 |( 8 ) E0622 |( 9 ) M4139

|AGATE CONSTR CO INC |EARLE ASPHALT COMPANY |MIDLANTIC CONSTRUCTION LLC

LINE NO / ITEM CODE / ALT | | |

ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT

------------------------------------------+-----------------------------+-----------------------------+-----------------------------

0116 162005P LUMP | 10000.00000 10000.00| 10000.00000 10000.00| 43200.00000 43200.00

VIBRATION MONITORING | | |

0117 202009P 5365.000 CY | 50.00000 268250.00| 20.00000 107300.00| 20.00000 107300.00

EXCAVATION, UNCLASSIFIED | | |

0118 203009P 150.000 CY | 100.00000 15000.00| 0.01000 1.50| 54.00000 8100.00

I-9 SOIL AGGREGATE | | |

0119 501006P 2800.000 SF | 30.00000 84000.00| 53.00000 148400.00| 45.00000 126000.00

PERMANENT SHEETING | | |

0120 501009P LUMP | 900000.00000 900000.00| 1090515.37000 1090515.37| 970000.00000 970000.00

TEMPORARY COFFERDAM | | |

0121 501012P LUMP | 250000.00000 250000.00| 342056.06000 342056.06| 460000.00000 460000.00

PERMANENT COFFERDAM | | |

0122 502003P LUMP | 100000.00000 100000.00| 65000.00000 65000.00| 98000.00000 98000.00

FURNISHING EQUIPMENT FOR DRIVING PILES | | |

0123 502009M 315.000 LF | 25.00000 7875.00| 27.00000 8505.00| 46.00000 14490.00

TEST PILE, FURNISHED | | |

0124 502012M 315.000 LF | 12.00000 3780.00| 31.00000 9765.00| 41.00000 12915.00

TEST PILE, DRIVEN | | |

0125 502159M 11715.000 LF | 25.00000 292875.00| 22.00000 257730.00| 32.00000 374880.00

STEEL H-PILE, FURNISHED, HP 10 X 42 | | |

0126 502177M 11715.000 LF | 12.00000 140580.00| 13.00000 152295.00| 19.00000 222585.00

STEEL H-PILE, DRIVEN, HP 10 X 42 | | |

0127 504003P 2200.000 LB | 1.10000 2420.00| 2.50000 5500.00| 2.00000 4400.00

REINFORCEMENT STEEL | | |

0128 504006P 65000.000 LB | 1.20000 78000.00| 3.00000 195000.00| 2.00000 130000.00

REINFORCEMENT STEEL, EPOXY-COATED | | |

0129 504015P 735.000 CY | 500.00000 367500.00| 420.00000 308700.00| 900.00000 661500.00

CONCRETE FOOTING | | |

0130 504018P 85.000 CY | 1000.00000 85000.00| 5135.00000 436475.00| 2900.00000 246500.00

CONCRETE WING WALL | | |

0131 504080P 230.000 CY | 700.00000 161000.00| 1050.00000 241500.00| 884.00000 203320.00

CONCRETE SPILLWAY | | |

0132 505057P 391.000 LF | 1900.00000 742900.00| 1520.00000 594320.00| 1900.00000 742900.00

PRECAST CONCRETE CULVERT | | |

0133 506018P LUMP | 50000.00000 50000.00| 65000.00000 65000.00| 62000.00000 62000.00

STEEL PEDESTRIAN BRIDGE | | |

0134 507036P 166.000 LF | 250.00000 41500.00| 190.00000 31540.00| 400.00000 66400.00

CONCRETE BRIDGE PARAPET (CULVERT) | | |

0135 509112P 128.000 LF | 150.00000 19200.00| 260.00000 33280.00| 168.00000 21504.00

ALUMINUM RAILING (SPILLWAY) | | |

New Jersey Department of Transportation DATE : 12/03/10

PAGE : 130 -27

TABULATION OF BIDS

CALL ORDER : 130 CONTRACT ID : 10130 COUNTIES : OCEAN

LETTING DATE : 12/02/10 10:00AM DISTRICT : C1

SET-ASIDE :

====================================================================================================================================

|( 7 ) A3063 |( 8 ) E0622 |( 9 ) M4139

|AGATE CONSTR CO INC |EARLE ASPHALT COMPANY |MIDLANTIC CONSTRUCTION LLC

LINE NO / ITEM CODE / ALT | | |

ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT

------------------------------------------+-----------------------------+-----------------------------+-----------------------------

0136 509112P 122.000 LF | 200.00000 24400.00| 260.00000 31720.00| 168.00000 20496.00

ALUMINUM RAILING (CULVERT) | | |

0137 509120P LUMP | 150000.00000 150000.00| 200000.00000 200000.00| 213000.00000 213000.00

FISH LADDER | | |

0138 509121P 91.000 SF | 50.00000 4550.00| 50.00000 4550.00| 79.00000 7189.00

ALUMINUM GRATING | | |

0139 510003P LUMP | 10000.00000 10000.00| 50000.00000 50000.00| 22000.00000 22000.00

TIMBER STRUCTURE (PEDESTRIAN WALKWAY) | | |

0140 602012M 2.000 U | 2500.00000 5000.00| 4300.00000 8600.00| 2100.00000 4200.00

INLET, TYPE B | | |

0141 606012P 27.000 SY | 75.00000 2025.00| 60.00000 1620.00| 64.00000 1728.00

CONCRETE SIDEWALK, 4" THICK | | |

0142 622005M 5.000 U | 500.00000 2500.00| 2700.00000 13500.00| 360.00000 1800.00

BUOY | | |

0143 657003P LUMP | 1.00000 1.00| 8500.00000 8500.00| 8100.00000 8100.00

TEMPORARY SUPPORT, UTILITY (SANITARY | | |

SEWER) | | |

0144 657003P LUMP | 20000.00000 20000.00| 8500.00000 8500.00| 8100.00000 8100.00

TEMPORARY SUPPORT, UTILITY (TELEPHONE) | | |

0145 701012P 17.000 LF | 55.00000 935.00| 50.00000 850.00| 60.00000 1020.00

1 1/2" RIGID METALLIC CONDUIT | | |

0146 703010M 1.000 U | 5000.00000 5000.00| 3200.00000 3200.00| 5400.00000 5400.00

LIGHTING STANDARD DECORATIVE | | |

SECTION TOTALS | $ 3,864,291.00| $ 4,458,922.93| $ 4,896,027.00

------------------------------------------+-----------------------------+-----------------------------+-----------------------------

CONTRACT TOTALS | $ 7,812,004.50| $ 7,875,013.13| $ 8,431,119.72

====================================================================================================================================

I CERTIFY THAT THE ABOVE IS AN EXACT TRANSCRIPT OF THE

ORIGINAL BID PROPOSAL, EXCEPT THAT ERRORS, IF ANY, IN

EXTENSION AND ADDITIONS HAVE BEEN CORRECTED.

SIGNED,

New Jersey Department of Transportation DATE : 12/03/10

PAGE : 130 -28

TABULATION OF BIDS

CALL ORDER : 130 CONTRACT ID : 10130 COUNTIES : OCEAN

LETTING DATE : 12/02/10 10:00AM DISTRICT : C1

SET-ASIDE :

====================================================================================================================================

|( 10 ) I2943 |( ) |( )

|IEW CONSTR GP, INC | |

LINE NO / ITEM CODE / ALT | | |

ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT

------------------------------------------+-----------------------------+-----------------------------+-----------------------------

SECTION 0001 ROADWAY

| | |

0001 151003M LUMP | 49000.00000 49000.00| |

PERFORMANCE BOND AND PAYMENT BOND | | |

0004 153009P LUMP | 0.01000 0.01| |

BAR CHART PROGRESS SCHEDULE AND UPDATES | | |

0005 153012P 1300.000 HOUR | 0.01000 13.00| |

TRAINEES | | |

0006 154003P LUMP | 901000.00000 901000.00| |

MOBILIZATION | | |

0012 157003M LUMP | 190000.00000 190000.00| |

CONSTRUCTION LAYOUT | | |

0013 157006M 4.000 U | 573.00000 2292.00| |

MONUMENT | | |

0014 157009M 4.000 U | 213.00000 852.00| |

MONUMENT BOX | | |

0026 159003M 20.000 U | 118.00000 2360.00| |

BREAKAWAY BARRICADE | | |

0027 159006M 120.000 U | 65.00000 7800.00| |

DRUM | | |

0028 159009M 90.000 U | 18.00000 1620.00| |

TRAFFIC CONE | | |

0029 159011M 1.000 U | 629.00000 629.00| |

BOLLARDS | | |

0030 159012M 610.000 SF | 11.00000 6710.00| |

CONSTRUCTION SIGNS | | |

0031 159015M 2.000 U | 1338.00000 2676.00| |

CONSTRUCTION IDENTIFICATION SIGN, 4' X | | |

8' | | |

0032 159021P 620.000 LF | 50.00000 31000.00| |

CONSTRUCTION BARRIER CURB | | |

0033 159024M 2.000 U | 0.01000 0.02| |

FLASHING ARROW BOARD, 2' X 4' | | |

0034 159030M 2.000 U | 5000.00000 10000.00| |

PORTABLE VARIABLE MESSAGE SIGN | | |

0035 159063M 2.000 U | 10000.00000 20000.00| |

TEMPORARY CRASH CUSHION, QUADGUARD 3 | | |

BAYS X 24" WIDE | | |

0036 159108M 2.000 U | 5000.00000 10000.00| |

TRAFFIC CONTROL TRUCK WITH MOUNTED | | |

CRASH CUSHION | | |

New Jersey Department of Transportation DATE : 12/03/10

PAGE : 130 -29

TABULATION OF BIDS

CALL ORDER : 130 CONTRACT ID : 10130 COUNTIES : OCEAN

LETTING DATE : 12/02/10 10:00AM DISTRICT : C1

SET-ASIDE :

====================================================================================================================================

|( 10 ) I2943 |( ) |( )

|IEW CONSTR GP, INC | |

LINE NO / ITEM CODE / ALT | | |

ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT

------------------------------------------+-----------------------------+-----------------------------+-----------------------------

0037 159114M 7200.000 LF | 1.80000 12960.00| |

REMOVABLE BLACK LINE MASKING TAPE, 6" | | |

0038 159120M 9700.000 LF | 1.00000 9700.00| |

TEMPORARY PAVEMENT MARKING TAPE, 4" | | |

0039 159135M 100.000 U | 6.00000 600.00| |

TEMPORARY PAVEMENT MARKERS | | |

0040 159138M 40.000 T | 271.00000 10840.00| |

HMA PATCH | | |

0041 159141M 600.000 HOUR | 91.00000 54600.00| |

TRAFFIC DIRECTOR, FLAGGER | | |

0042 160003M LUMP | 2100.00000 2100.00| |

FUEL PRICE ADJUSTMENT | | |

0043 161003P LUMP | 1.00000 1.00| |

FINAL CLEANUP | | |

0044 162003M 7.000 U | 438.00000 3066.00| |

CONDITION SURVEY | | |

0045 201003P LUMP | 67000.00000 67000.00| |

CLEARING SITE | | |

0046 202003P 0.050 ACRE | 69158.00000 3457.90| |

STRIPPING | | |

0047 202006M 20.000 CY | 306.00000 6120.00| |

EXCAVATION, TEST PIT | | |

0048 202009P 625.000 CY | 53.00000 33125.00| |

EXCAVATION, UNCLASSIFIED | | |

0049 202021P 1898.000 SY | 35.00000 66430.00| |

REMOVAL OF PAVEMENT | | |

0050 203009P 120.000 CY | 96.00000 11520.00| |

I-9 SOIL AGGREGATE | | |

0051 302042P 2004.000 SY | 19.00000 38076.00| |

DENSE-GRADED AGGREGATE BASE COURSE, 8" | | |

THICK | | |

0052 401009P 2847.000 SY | 7.50000 21352.50| |

HMA MILLING, 3" OR LESS | | |

0053 401027M 3100.000 LF | 1.00000 3100.00| |

POLYMERIZED JOINT ADHESIVE | | |

0054 401030M 950.000 GAL | 2.50000 2375.00| |

TACK COAT | | |

0055 401036M 575.000 GAL | 0.01000 5.75| |

PRIME COAT | | |

New Jersey Department of Transportation DATE : 12/03/10

PAGE : 130 -30

TABULATION OF BIDS

CALL ORDER : 130 CONTRACT ID : 10130 COUNTIES : OCEAN

LETTING DATE : 12/02/10 10:00AM DISTRICT : C1

SET-ASIDE :

====================================================================================================================================

|( 10 ) I2943 |( ) |( )

|IEW CONSTR GP, INC | |

LINE NO / ITEM CODE / ALT | | |

ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT

------------------------------------------+-----------------------------+-----------------------------+-----------------------------

0056 401060M 560.000 T | 115.00000 64400.00| |

HOT MIX ASPHALT 12.5 M 76 SURFACE COURS | | |

0057 401084M 240.000 T | 106.00000 25440.00| |

HOT MIX ASPHALT 19 M 64 INTERMEDIATE | | |

COURSE | | |

0058 401096M 480.000 T | 106.00000 50880.00| |

HOT MIX ASPHALT 19 M 64 BASE COURSE | | |

0059 401108M 5.000 U | 334.00000 1670.00| |

CORE SAMPLES, HOT MIX ASPHALT | | |

0060 501006P 34040.000 SF | 32.00000 1089280.00| |

PERMANENT SHEETING | | |

0062 602105M 2.000 U | 1511.00000 3022.00| |

SET INLET TYPE B, CASTING | | |

0063 602108M 1.000 U | 1600.00000 1600.00| |

SET INLET TYPE E, CASTING | | |

0064 602117M 1.000 U | 1762.00000 1762.00| |

SET SQUARE FRAMED MANHOLE CASTING, | | |

CIRCULAR COVER | | |

0065 602210M 2.000 U | 899.00000 1798.00| |

BICYCLE SAFE GRATE | | |

0066 602214M 8.000 U | 1000.00000 8000.00| |

INLET FACE PLATE | | |

0068 603048P 280.000 SY | 158.00000 44240.00| |

RIPRAP STONE CHANNEL PROTECTION, 24" | | |

THICK (D50=12") | | |

0069 605212P 131.000 LF | 67.00000 8777.00| |

RESET FENCE | | |

0070 606012P 245.000 SY | 50.00000 12250.00| |

CONCRETE SIDEWALK, 4" THICK | | |

0071 606021P 10.000 SY | 95.00000 950.00| |

CONCRETE SIDEWALK, 8" THICK | | |

0072 606028P 135.000 SY | 184.00000 24840.00| |

RESET PRECAST CONCRETE PAVERS | | |

0073 606039P 77.000 SY | 50.00000 3850.00| |

HOT MIX ASPHALT DRIVEWAY, 6" THICK | | |

0074 606043P 182.000 SY | 116.00000 21112.00| |

STONE OR GRAVEL DRIVEWAY, 4" THICK | | |

0075 606051P 90.000 SY | 83.00000 7470.00| |

CONCRETE DRIVEWAY, 6" THICK | | |

New Jersey Department of Transportation DATE : 12/03/10

PAGE : 130 -31

TABULATION OF BIDS

CALL ORDER : 130 CONTRACT ID : 10130 COUNTIES : OCEAN

LETTING DATE : 12/02/10 10:00AM DISTRICT : C1

SET-ASIDE :

====================================================================================================================================

|( 10 ) I2943 |( ) |( )

|IEW CONSTR GP, INC | |

LINE NO / ITEM CODE / ALT | | |

ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT

------------------------------------------+-----------------------------+-----------------------------+-----------------------------

0076 606084P 5.000 SY | 223.00000 1115.00| |

DETECTABLE WARNING SURFACE | | |

0077 607018P 148.000 LF | 20.00000 2960.00| |

9" X 16" CONCRETE VERTICAL CURB | | |

0078 607021P 675.000 LF | 20.00000 13500.00| |

9" X 18" CONCRETE VERTICAL CURB | | |

0079 607081P 394.000 LF | 12.00000 4728.00| |

9" X 4" HOT MIX ASPHALT CURB | | |

0080 609003M 699.000 LF | 21.00000 14679.00| |

BEAM GUIDE RAIL | | |

0081 609021M 300.000 LF | 6.00000 1800.00| |

RUB RAIL | | |

0082 609039M 4.000 U | 500.00000 2000.00| |

BEAM GUIDE RAIL ANCHORAGE | | |

0083 609063M 375.000 LF | 9.00000 3375.00| |

RESET BEAM GUIDE RAIL WITH EXISTING | | |

POSTS | | |

0084 610003M 3900.000 LF | 0.40000 1560.00| |

TRAFFIC STRIPES, LONG LIFE, EPOXY RESIN | | |

4" | | |

0085 610007M 90.000 LF | 0.74000 66.60| |

TRAFFIC STRIPES, LONG LIFE, EPOXY RESIN | | |

8" | | |

0086 610009M 375.000 SF | 4.00000 1500.00| |

TRAFFIC MARKINGS, THERMOPLASTIC | | |

0087 610012M 3.000 U | 40.00000 120.00| |

RPM, MONO-DIRECTIONAL, WHITE LENS | | |

0088 610018M 22.000 U | 40.00000 880.00| |

RPM, MONO-DIRECTIONAL, AMBER LENS | | |

0089 610021M 10.000 U | 40.00000 400.00| |

RPM, BI-DIRECTIONAL, AMBER LENS | | |

0090 610027M 31.000 U | 14.00000 434.00| |

REMOVAL AND REPLACEMENT OF RPM LENS | | |

0091 610036M 1080.000 LF | 0.70000 756.00| |

REMOVAL OF TRAFFIC STRIPES | | |

0092 617003P LUMP | 21000.00000 21000.00| |

FLOATING DOCK AND GANGWAY | | |

0093 651054P 231.000 LF | 91.00000 21021.00| |

6" DUCTILE IRON WATER PIPE, CLASS 52 | | |

New Jersey Department of Transportation DATE : 12/03/10

PAGE : 130 -32

TABULATION OF BIDS

CALL ORDER : 130 CONTRACT ID : 10130 COUNTIES : OCEAN

LETTING DATE : 12/02/10 10:00AM DISTRICT : C1

SET-ASIDE :

====================================================================================================================================

|( 10 ) I2943 |( ) |( )

|IEW CONSTR GP, INC | |

LINE NO / ITEM CODE / ALT | | |

ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT

------------------------------------------+-----------------------------+-----------------------------+-----------------------------

0094 651063P 191.000 LF | 212.00000 40492.00| |

12" DUCTILE IRON WATER PIPE, CLASS 52 | | |

0095 651243M 3.000 U | 5000.00000 15000.00| |

WATER SERVICE CONNECTION | | |

0096 651247M LUMP | 9500.00000 9500.00| |

DRY HYDRANT ASSEMBLY | | |

0097 652004P 168.000 LF | 123.00000 20664.00| |

8" DUCTILE IRON SEWER PIPE | | |

0098 652418M LUMP | 30000.00000 30000.00| |

SANITARY SEWER BY-PASS PUMPING | | |

0099 652421M 2.000 U | 8600.00000 17200.00| |

MANHOLE, DOGHOUSE, SANITARY SEWER, 4' | | |

DIAMETER | | |

0100 701033P 161.000 LF | 56.00000 9016.00| |

4" RIGID NONMETALLIC CONDUIT | | |

0101 702057M LUMP | 12000.00000 12000.00| |

INTERIM TRAFFIC SIGNAL SYSTEM, LOCATION | | |

NO. ___ 1 | | |

SECTION TOTALS | $ 3,199,488.78| $ | $

------------------------------------------+-----------------------------+-----------------------------+-----------------------------

SECTION 0002 CONSTRUCTION ENGINEERING ITEMS

| | |

0007 155012M 1.000 U | 38000.00000 38000.00| |

FIELD OFFICE TYPE D SET UP | | |

0008 155030M 30.000 MO | 2200.00000 66000.00| |

FIELD OFFICE TYPE D MAINTENANCE | | |

0009 155039M LUMP | 12000.00000 12000.00| |

TELEPHONE SERVICE | | |

0010 156009M 1.000 U | 5000.00000 5000.00| |

CURING FACILITY SET-UP | | |

0011 156012M 27.000 MO | 500.00000 13500.00| |

CURING FACILITY MAINTENANCE | | |

SECTION TOTALS | $ 134,500.00| $ | $

------------------------------------------+-----------------------------+-----------------------------+-----------------------------

SECTION 0003 NON-PARTICIPATING (ROADWAY) ITEMS

| | |

0002 152003P LUMP | 11000.00000 11000.00| |

OWNER'S AND CONTRACTOR'S PROTECTIVE | | |

LIABILITY INSURANCE | | |

New Jersey Department of Transportation DATE : 12/03/10

PAGE : 130 -33

TABULATION OF BIDS

CALL ORDER : 130 CONTRACT ID : 10130 COUNTIES : OCEAN

LETTING DATE : 12/02/10 10:00AM DISTRICT : C1

SET-ASIDE :

====================================================================================================================================

|( 10 ) I2943 |( ) |( )

|IEW CONSTR GP, INC | |

LINE NO / ITEM CODE / ALT | | |

ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT

------------------------------------------+-----------------------------+-----------------------------+-----------------------------

0003 152009P LUMP | 0.01000 0.01| |

POLLUTION LIABILITY INSURANCE | | |

0061 601670M 280.000 LF | 16.00000 4480.00| |

CLEANING EXISTING PIPE, 12" TO 24" | | |

DIAMETER | | |

0067 602216M 12.000 U | 500.00000 6000.00| |

CLEANING DRAINAGE STRUCTURE | | |

0110 810003M 1.000 ACRE | 560.00000 560.00| |

MOWING | | |

SECTION TOTALS | $ 22,040.01| $ | $

------------------------------------------+-----------------------------+-----------------------------+-----------------------------

SECTION 0004 EROSION CONTROL ITEMS

| | |

0015 158003M 175.000 LF | 5.00000 875.00| |

CAUTION FENCE | | |

0016 158009M 696.000 LF | 8.00000 5568.00| |

HEAVY DUTY SILT FENCE, ORANGE | | |

0017 158015M 50.000 U | 106.00000 5300.00| |

HAYBALE | | |

0018 158030M 11.000 U | 288.00000 3168.00| |

INLET FILTER TYPE 2, 2' X 4' | | |

0019 158033M 1.000 U | 288.00000 288.00| |

INLET FILTER TYPE 2, 4' X 4' | | |

0020 158045M 527.000 LF | 39.00000 20553.00| |

FLOATING TURBIDITY BARRIER, TYPE 2 | | |

0021 158055M 2.000 U | 1002.00000 2004.00| |

SEDIMENT CONTROL BAG | | |

0022 158060M 115.000 T | 80.00000 9200.00| |

CONSTRUCTION DRIVEWAY | | |

0023 158063P LUMP | 5000.00000 5000.00| |

CONCRETE WASHOUT SYSTEM | | |

0024 158072M 2.000 U | 1100.00000 2200.00| |

OIL ONLY EMERGENCY SPILL KIT, TYPE 1 | | |

0025 158084M 115.000 CY | 60.00000 6900.00| |

EROSION CONTROL SEDIMENT REMOVAL | | |

SECTION TOTALS | $ 61,056.00| $ | $

------------------------------------------+-----------------------------+-----------------------------+-----------------------------

SECTION 0005 GENERAL LANDSCAPE ITEMS

| | |

New Jersey Department of Transportation DATE : 12/03/10

PAGE : 130 -34

TABULATION OF BIDS

CALL ORDER : 130 CONTRACT ID : 10130 COUNTIES : OCEAN

LETTING DATE : 12/02/10 10:00AM DISTRICT : C1

SET-ASIDE :

====================================================================================================================================

|( 10 ) I2943 |( ) |( )

|IEW CONSTR GP, INC | |

LINE NO / ITEM CODE / ALT | | |

ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT

------------------------------------------+-----------------------------+-----------------------------+-----------------------------

0102 804006P 1611.000 SY | 2.00000 3222.00| |

TOPSOILING, 4" THICK | | |

0103 804009P 108.000 SY | 2.00000 216.00| |

TOPSOILING, 6" THICK | | |

0104 804015P 156.000 CY | 34.00000 5304.00| |

BORROW TOPSOIL | | |

0105 806006P 1611.000 SY | 0.50000 805.50| |

FERTILIZING AND SEEDING, TYPE A-3 | | |

0106 806018P 161.000 SY | 0.56000 90.16| |

FERTILIZING AND SEEDING, TYPE F | | |

0107 807003M 201.000 SY | 5.00000 1005.00| |

TOPSOIL STABILIZATION, TYPE 1 MAT | | |

0108 809003M 1772.000 SY | 0.50000 886.00| |

STRAW MULCHING | | |

0109 809015M 108.000 SY | 5.60000 604.80| |

SHREDDED HARDWOOD BARK MULCHING | | |

SECTION TOTALS | $ 12,133.46| $ | $

------------------------------------------+-----------------------------+-----------------------------+-----------------------------

SECTION 0006 LATIN LANDSCAPE ITEMS

| | |

0111 811036M 4.000 U | 420.00000 1680.00| |

EVERGREEN TREE, 8-9' HIGH, B&B | | |

0112 811039M 6.000 U | 225.00000 1350.00| |

EVERGREEN TREE, 6-7' HIGH, B&B | | |

SECTION TOTALS | $ 3,030.00| $ | $

------------------------------------------+-----------------------------+-----------------------------+-----------------------------

SECTION 0007 U.S. RT. 9 OVER TUCKERTON CREEK (STRUCTURE NO. 1501-150)

| | |

0113 553003M 1400.000 SF | 81.00000 113400.00| |

PNEUMATICALLY APPLIED MORTAR | | |

0114 603083P 43.000 SY | 329.00000 14147.00| |

ARTICULATED CONCRETE BLOCK MATTING, 6", | | |

OPEN CELL | | |

SECTION TOTALS | $ 127,547.00| $ | $

------------------------------------------+-----------------------------+-----------------------------+-----------------------------

SECTION 0008 U.S. RT. 9 OVER TUCKERTON CREEK (STRUCTURE NO. 1501-160)

| | |

0115 158094M 1.000 U | 27000.00000 27000.00| |

SLUICE GATE | | |

New Jersey Department of Transportation DATE : 12/03/10

PAGE : 130 -35

TABULATION OF BIDS

CALL ORDER : 130 CONTRACT ID : 10130 COUNTIES : OCEAN

LETTING DATE : 12/02/10 10:00AM DISTRICT : C1

SET-ASIDE :

====================================================================================================================================

|( 10 ) I2943 |( ) |( )

|IEW CONSTR GP, INC | |

LINE NO / ITEM CODE / ALT | | |

ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT

------------------------------------------+-----------------------------+-----------------------------+-----------------------------

0116 162005P LUMP | 48000.00000 48000.00| |

VIBRATION MONITORING | | |

0117 202009P 5365.000 CY | 45.00000 241425.00| |

EXCAVATION, UNCLASSIFIED | | |

0118 203009P 150.000 CY | 95.00000 14250.00| |

I-9 SOIL AGGREGATE | | |

0119 501006P 2800.000 SF | 40.00000 112000.00| |

PERMANENT SHEETING | | |

0120 501009P LUMP | 1000000.00000 1000000.00| |

TEMPORARY COFFERDAM | | |

0121 501012P LUMP | 350000.00000 350000.00| |

PERMANENT COFFERDAM | | |

0122 502003P LUMP | 458000.00000 458000.00| |

FURNISHING EQUIPMENT FOR DRIVING PILES | | |

0123 502009M 315.000 LF | 31.00000 9765.00| |

TEST PILE, FURNISHED | | |

0124 502012M 315.000 LF | 100.00000 31500.00| |

TEST PILE, DRIVEN | | |

0125 502159M 11715.000 LF | 31.00000 363165.00| |

STEEL H-PILE, FURNISHED, HP 10 X 42 | | |

0126 502177M 11715.000 LF | 21.00000 246015.00| |

STEEL H-PILE, DRIVEN, HP 10 X 42 | | |

0127 504003P 2200.000 LB | 1.30000 2860.00| |

REINFORCEMENT STEEL | | |

0128 504006P 65000.000 LB | 1.48000 96200.00| |

REINFORCEMENT STEEL, EPOXY-COATED | | |

0129 504015P 735.000 CY | 578.00000 424830.00| |

CONCRETE FOOTING | | |

0130 504018P 85.000 CY | 2866.00000 243610.00| |

CONCRETE WING WALL | | |

0131 504080P 230.000 CY | 1211.00000 278530.00| |

CONCRETE SPILLWAY | | |

0132 505057P 391.000 LF | 2555.00000 999005.00| |

PRECAST CONCRETE CULVERT | | |

0133 506018P LUMP | 69000.00000 69000.00| |

STEEL PEDESTRIAN BRIDGE | | |

0134 507036P 166.000 LF | 275.00000 45650.00| |

CONCRETE BRIDGE PARAPET (CULVERT) | | |

0135 509112P 128.000 LF | 120.00000 15360.00| |

ALUMINUM RAILING (SPILLWAY) | | |

New Jersey Department of Transportation DATE : 12/03/10

PAGE : 130 -36

TABULATION OF BIDS

CALL ORDER : 130 CONTRACT ID : 10130 COUNTIES : OCEAN

LETTING DATE : 12/02/10 10:00AM DISTRICT : C1

SET-ASIDE :

====================================================================================================================================

|( 10 ) I2943 |( ) |( )

|IEW CONSTR GP, INC | |

LINE NO / ITEM CODE / ALT | | |

ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT

------------------------------------------+-----------------------------+-----------------------------+-----------------------------

0136 509112P 122.000 LF | 118.00000 14396.00| |

ALUMINUM RAILING (CULVERT) | | |

0137 509120P LUMP | 469000.00000 469000.00| |

FISH LADDER | | |

0138 509121P 91.000 SF | 52.00000 4732.00| |

ALUMINUM GRATING | | |

0139 510003P LUMP | 67000.00000 67000.00| |

TIMBER STRUCTURE (PEDESTRIAN WALKWAY) | | |

0140 602012M 2.000 U | 3300.00000 6600.00| |

INLET, TYPE B | | |

0141 606012P 27.000 SY | 53.00000 1431.00| |

CONCRETE SIDEWALK, 4" THICK | | |

0142 622005M 5.000 U | 889.00000 4445.00| |

BUOY | | |

0143 657003P LUMP | 24000.00000 24000.00| |

TEMPORARY SUPPORT, UTILITY (SANITARY | | |

SEWER) | | |

0144 657003P LUMP | 22000.00000 22000.00| |

TEMPORARY SUPPORT, UTILITY (TELEPHONE) | | |

0145 701012P 17.000 LF | 162.00000 2754.00| |

1 1/2" RIGID METALLIC CONDUIT | | |

0146 703010M 1.000 U | 3400.00000 3400.00| |

LIGHTING STANDARD DECORATIVE | | |

SECTION TOTALS | $ 5,695,923.00| $ | $

------------------------------------------+-----------------------------+-----------------------------+-----------------------------

CONTRACT TOTALS | $ 9,255,718.25| $ 0.00| $

====================================================================================================================================

I CERTIFY THAT THE ABOVE IS AN EXACT TRANSCRIPT OF THE

ORIGINAL BID PROPOSAL, EXCEPT THAT ERRORS, IF ANY, IN

EXTENSION AND ADDITIONS HAVE BEEN CORRECTED.

SIGNED,