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LETTING DATE : 11/13/02 MAINE DEPARTMENT OF TRANSPORTATION DATE : 11/13/02
PAGE : 1
LOCATION : TABULATION OF BIDS
CONTRACT ID : 006743.56 COMPLETION DATE : 11/14/03
=========
PROJECT(S): 6743.10 COUNTIE(S) : AROOSTOOK MAINE STATE DEPARTMENT OF TRANSPORTATION
BR-6743(56)X
A TRUE COPY : __________________________
TITLE : __________________________
ATTEST : ____________________________ CONTRACT DESCRIPTION : CARY'S MILL BRIDGE NOTARY PUBLIC
--------------------------------------------------------------------------------------------------------------------------
TOTAL % OVER
RANK VENDOR NO./NAME BID LOW BID
--------------------------------------------------------------------------------------------------------------------------
1 000164 C P M CONSTRUCTORS $ 687,809.00 100.0000%
2 000032 REED & REED, INC. $ 723,464.00 105.1839%
3 000118 STETSON & WATSON, J. V. $ 772,170.00 112.2652%
4 000010 THOMAS DICENZO, INC. $ 798,792.00 116.1357%
====================================================================================================================================
|( 1 ) 000164 |( 2 ) 000032 |( 3 ) 000118
|C P M CONSTRUCTORS |REED & REED INC. |STETSON & WATSON, J. V.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0001 TOWN HIGHWAT ITEMS
| | |
0010 202.19 1.000 LS | 50000.00000 50000.00| 50000.00000 50000.00| 60000.00000 60000.00
REMOVING EXISTING BRIDGE | | |
0020 203.20 910.000 M3 | 10.00000 9100.00| 8.00000 7280.00| 22.50000 20475.00
COMMON EXCAVATION | | |
0030 203.25 550.000 M3 | 10.00000 5500.00| 8.00000 4400.00| 25.00000 13750.00
GRANULAR BORROW | | |
0040 206.082 520.000 M3 | 15.00000 7800.00| 12.00000 6240.00| 50.00000 26000.00
STRUCTURAL EARTH EXCAVATION - MAJOR | | |
STRUCTURES | | |
0050 206.092 70.000 M3 | 135.00000 9450.00| 125.00000 8750.00| 50.00000 3500.00
STRUCTURAL ROCK EXCAVATION - MAJOR | | |
STRUCTURES | | |
0060 304.10 890.000 M3 | 26.00000 23140.00| 26.00000 23140.00| 36.00000 32040.00
AGGREGATE SUBBASE COURSE - GRAVEL | | |
0070 403.208 190.000 MG | 100.00000 19000.00| 100.00000 19000.00| 100.00000 19000.00
HOT MIX ASPHALT 12.5 MM NOMINAL MAX SIZ | | |
0080 403.209 14.000 MG | 100.00000 1400.00| 100.00000 1400.00| 100.00000 1400.00
HOT MIX ASPHALT 9.5 MM(SIDEWALKS,DRIVES | | |
INCIDENTAL ) | | |
0090 403.213 140.000 MG | 100.00000 14000.00| 100.00000 14000.00| 100.00000 14000.00
HOT MIX ASPHALT 12.5 MM NOMINAL MAX | | |
SIZE - BASE | | |
LETTING DATE : 11/13/02 MAINE DEPARTMENT OF TRANSPORTATION DATE : 11/13/02
PAGE : 2
LOCATION : TABULATION OF BIDS
CONTRACT ID : 006743.56
=========
====================================================================================================================================
|( 1 ) 000164 |( 2 ) 000032 |( 3 ) 000118
|C P M CONSTRUCTORS |REED & REED INC. |STETSON & WATSON, J. V.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0100 502.21 270.000 M3 | 500.00000 135000.00| 600.00000 162000.00| 400.00000 108000.00
STRUCTURAL CONCRETE, ABUTMENTS AND | | |
RETAINING WALLS | | |
0110 502.26 83.000 LS | 80000.00000 80000.00| 65000.00000 65000.00| 100000.00000 100000.00
STRUCTURAL CONCRETE ROADWAY AND | | |
SIDEWALK SLABS ON STEEL BRIDGES | | |
0120 502.49 5.000 LS | 6000.00000 6000.00| 7000.00000 7000.00| 5000.00000 5000.00
STRUCTURAL CONCRETE CURBS AND SIDEWALKS | | |
0130 503.12 21700.000 KG | 0.10000 2170.00| 0.75000 16275.00| 0.01000 217.00
REINFORCING STEEL, FABRICATED AND | | |
DELIVERED | | |
0140 503.13 21700.000 KG | 0.10000 2170.00| 0.75000 16275.00| 0.01000 217.00
REINFORCING STEEL, PLACING | | |
0150 504.70 35300.000 LS | 60000.00000 60000.00| 50000.00000 50000.00| 50000.00000 50000.00
STRUCTURAL STEEL FABRICATED AND | | |
DELIVERED | | |
0160 504.71 35300.000 LS | 15000.00000 15000.00| 12000.00000 12000.00| 5000.00000 5000.00
STRUCTURAL STEEL ERECTION | | |
0170 505.08 1050.000 LS | 3000.00000 3000.00| 3000.00000 3000.00| 2750.00000 2750.00
SHEAR CONNECTORS | | |
0180 507.0811 38.000 LS | 15000.00000 15000.00| 14000.00000 14000.00| 13000.00000 13000.00
STEEL BRIDGE RAILING, 2 BAR | | |
0190 511.07 LUMP| 30000.00000 30000.00| 33000.00000 33000.00| 75000.00000 75000.00
COFFERDAM: ABUTMENT NO. 1 | | |
0200 511.07 LUMP| 30000.00000 30000.00| 38000.00000 38000.00| 50000.00000 50000.00
COFFERDAM: ABUTMENT NO.2 | | |
0210 512.081 39.000 LS | 2500.00000 2500.00| 2100.00000 2100.00| 4000.00000 4000.00
FRENCH DRAINS | | |
0220 514.06 1.000 EA | 750.00000 750.00| 1200.00000 1200.00| 800.00000 800.00
CURING BOX FOR CONCRETE CYLINDERS | | |
0230 515.21 360.000 LS | 750.00000 750.00| 1200.00000 1200.00| 800.00000 800.00
PROTECTIVE COATING FOR CONCRETE SURFACE | | |
0240 523.08 10.000 EA | 1500.00000 15000.00| 1200.00000 12000.00| 1200.00000 12000.00
ELASTOMERIC BRIDGE BEARING - LAMINATED | | |
0250 526.301 60.000 LS | 5000.00000 5000.00| 2500.00000 2500.00| 5000.00000 5000.00
TEMPORARY CONCRETE BARRIER TYPE I | | |
0260 526.34 4.000 EA | 1500.00000 6000.00| 2500.00000 10000.00| 800.00000 3200.00
PERMANENT CONCRETE TRANSITION BARRIER | | |
0270 606.1721 4.000 EA | 1600.00000 6400.00| 1600.00000 6400.00| 1250.00000 5000.00
BRIDGE TRANSITION - TYPE 1 | | |
0280 606.265 3.000 EA | 50.00000 150.00| 30.00000 90.00| 50.00000 150.00
TERMINAL END - SINGLE RAIL - GALVANIZED | | |
STEEL | | |
LETTING DATE : 11/13/02 MAINE DEPARTMENT OF TRANSPORTATION DATE : 11/13/02
PAGE : 3
LOCATION : TABULATION OF BIDS
CONTRACT ID : 006743.56
=========
====================================================================================================================================
|( 1 ) 000164 |( 2 ) 000032 |( 3 ) 000118
|C P M CONSTRUCTORS |REED & REED INC. |STETSON & WATSON, J. V.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0290 606.35 6.000 EA | 35.00000 210.00| 30.00000 180.00| 35.00000 210.00
GUARDRAIL DELINEATOR POST | | |
0300 606.363 55.000 M | 19.00000 1045.00| 12.00000 660.00| 18.00000 990.00
GUARDRAIL REMOVE AND DISPOSE | | |
0310 606.55 31.000 M | 50.00000 1550.00| 50.00000 1550.00| 37.00000 1147.00
GUARDRAIL TYPE 3 - SINGLE RAIL | | |
0320 606.60 20.000 M | 60.00000 1200.00| 60.00000 1200.00| 43.00000 860.00
GUARDRAIL TYPE 3 - OVER 4.5 METER RADIU | | |
0330 606.78 1.000 EA | 1000.00000 1000.00| 1000.00000 1000.00| 700.00000 700.00
LOW VOLUME GUARDRAIL END - TYPE 3 | | |
0340 609.15 50.000 M | 50.00000 2500.00| 90.00000 4500.00| 40.00000 2000.00
SLOPED CURB TYPE 1 | | |
0350 610.08 300.000 M3 | 80.00000 24000.00| 70.00000 21000.00| 100.00000 30000.00
PLAIN RIPRAP | | |
0360 615.07 33.000 M3 | 25.00000 825.00| 25.00000 825.00| 35.00000 1155.00
LOAM | | |
0370 616.08 25.000 M2 | 30.00000 750.00| 12.00000 300.00| 20.00000 500.00
SODDING | | |
0380 618.1301 7.000 UN | 40.00000 280.00| 40.00000 280.00| 100.00000 700.00
SEEDING METHOD NUMBER 1 - PLAN QUANTITY | | |
0390 618.1411 4.000 UN | 60.00000 240.00| 60.00000 240.00| 100.00000 400.00
SEEDING METHOD NUMBER 3 - PLAN QUANTITY | | |
0400 618.15 3.000 KG | 11.00000 33.00| 11.00000 33.00| 10.00000 30.00
TEMPORARY SEEDING | | |
0410 619.1201 9.000 UN | 40.00000 360.00| 40.00000 360.00| 35.00000 315.00
MULCH - PLAN QUANTITY | | |
0420 620.58 320.000 M2 | 4.00000 1280.00| 4.00000 1280.00| 2.50000 800.00
EROSION CONTROL GEOTEXTILE | | |
0430 627.618 26.000 M | 6.00000 156.00| 6.00000 156.00| 1.50000 39.00
300 MM SOLID WHITE PAVEMENT MARKING LIN | | |
0440 627.73 200.000 M | 5.00000 1000.00| 5.00000 1000.00| 1.50000 300.00
100 MM YELLOW PAVEMENT MARKING LINE | | |
0450 627.77 16.000 M2 | 20.00000 320.00| 20.00000 320.00| 10.00000 160.00
REMOVING PAVEMENT MARKINGS | | |
0460 627.78 160.000 M | 2.00000 320.00| 2.00000 320.00| 1.50000 240.00
TEMPORARY 100 MM PAINTED PAVEMENT | | |
MARKING LINE, WHITE OR YELLOW | | |
0470 629.05 25.000 MH | 25.00000 625.00| 25.00000 625.00| 30.00000 750.00
HAND LABOR, STRAIGHT TIME | | |
0480 631.12 25.000 HR | 100.00000 2500.00| 100.00000 2500.00| 90.00000 2250.00
ALL PURPOSE EXCAVATOR (INCLUDING | | |
OPERATOR) | | |
LETTING DATE : 11/13/02 MAINE DEPARTMENT OF TRANSPORTATION DATE : 11/13/02
PAGE : 4
LOCATION : TABULATION OF BIDS
CONTRACT ID : 006743.56
=========
====================================================================================================================================
|( 1 ) 000164 |( 2 ) 000032 |( 3 ) 000118
|C P M CONSTRUCTORS |REED & REED INC. |STETSON & WATSON, J. V.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0490 631.14 25.000 HR | 75.00000 1875.00| 75.00000 1875.00| 70.00000 1750.00
GRADER (INCLUDING OPERATOR) | | |
0500 631.15 25.000 HR | 60.00000 1500.00| 60.00000 1500.00| 80.00000 2000.00
ROLLER, EARTH AND BASE COURSE | | |
(INCLUDING OPERATOR) | | |
0510 631.172 25.000 HR | 45.00000 1125.00| 45.00000 1125.00| 48.00000 1200.00
TRUCK - LARGE (INCLUDING OPERATOR) | | |
0520 631.36 25.000 MH | 33.00000 825.00| 35.00000 875.00| 35.00000 875.00
FOREMAN | | |
0530 637.071 LUMP| 1000.00000 1000.00| 3500.00000 3500.00| 1500.00000 1500.00
DUST CONTROL | | |
0540 639.18 1.000 EA | 6500.00000 6500.00| 10000.00000 10000.00| 5000.00000 5000.00
FIELD OFFICE TYPE A | | |
0550 652.39 LUMP| 5000.00000 5000.00| 10000.00000 10000.00| 5000.00000 5000.00
WORK ZONE TRAFFIC CONTROL | | |
0560 656.75 LUMP| 6500.00000 6500.00| 15000.00000 15000.00| 5000.00000 5000.00
TEMPORARY SOIL EROSION AND WATER | | |
POLLUTION CONTROL | | |
0570 659.10 LUMP| 69000.00000 69000.00| 55000.00000 55000.00| 75000.00000 75000.00
MOBILIZATION | | |
0580 660.21 1000.000 MH | 0.01000 10.00| 0.01000 10.00| 1.00000 1000.00
ON-THE-JOB TRAINING (BID) | | |
SECTION TOTALS | $ 687,809.00| $ 723,464.00| $ 772,170.00
------------------------------------------+----------------------------+----------------------------+-------------------------------
CONTRACT TOTALS | $ 687,809.00| $ 723,464.00| $ 772,170.00
====================================================================================================================================
LETTING DATE : 11/13/02 MAINE DEPARTMENT OF TRANSPORTATION DATE : 11/13/02
PAGE : 5
LOCATION : TABULATION OF BIDS
CONTRACT ID : 006743.56
=========
====================================================================================================================================
|( 4 ) 000010 |( ) |( )
|THOMAS DICENZO, INC. | |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0001 TOWN HIGHWAT ITEMS
| | |
0010 202.19 1.000 LS | 50000.00000 50000.00| |
REMOVING EXISTING BRIDGE | | |
0020 203.20 910.000 M3 | 15.00000 13650.00| |
COMMON EXCAVATION | | |
0030 203.25 550.000 M3 | 15.00000 8250.00| |
GRANULAR BORROW | | |
0040 206.082 520.000 M3 | 25.00000 13000.00| |
STRUCTURAL EARTH EXCAVATION - MAJOR | | |
STRUCTURES | | |
0050 206.092 70.000 M3 | 60.00000 4200.00| |
STRUCTURAL ROCK EXCAVATION - MAJOR | | |
STRUCTURES | | |
0060 304.10 890.000 M3 | 25.00000 22250.00| |
AGGREGATE SUBBASE COURSE - GRAVEL | | |
0070 403.208 190.000 MG | 105.00000 19950.00| |
HOT MIX ASPHALT 12.5 MM NOMINAL MAX SIZ | | |
0080 403.209 14.000 MG | 105.00000 1470.00| |
HOT MIX ASPHALT 9.5 MM(SIDEWALKS,DRIVES | | |
INCIDENTAL ) | | |
0090 403.213 140.000 MG | 105.00000 14700.00| |
HOT MIX ASPHALT 12.5 MM NOMINAL MAX | | |
SIZE - BASE | | |
0100 502.21 270.000 M3 | 600.00000 162000.00| |
STRUCTURAL CONCRETE, ABUTMENTS AND | | |
RETAINING WALLS | | |
0110 502.26 83.000 LS | 72000.00000 72000.00| |
STRUCTURAL CONCRETE ROADWAY AND | | |
SIDEWALK SLABS ON STEEL BRIDGES | | |
0120 502.49 5.000 LS | 5000.00000 5000.00| |
STRUCTURAL CONCRETE CURBS AND SIDEWALKS | | |
0130 503.12 21700.000 KG | 0.60000 13020.00| |
REINFORCING STEEL, FABRICATED AND | | |
DELIVERED | | |
0140 503.13 21700.000 KG | 1.00000 21700.00| |
REINFORCING STEEL, PLACING | | |
0150 504.70 35300.000 LS | 75000.00000 75000.00| |
STRUCTURAL STEEL FABRICATED AND | | |
DELIVERED | | |
0160 504.71 35300.000 LS | 15000.00000 15000.00| |
STRUCTURAL STEEL ERECTION | | |
LETTING DATE : 11/13/02 MAINE DEPARTMENT OF TRANSPORTATION DATE : 11/13/02
PAGE : 6
LOCATION : TABULATION OF BIDS
CONTRACT ID : 006743.56
=========
====================================================================================================================================
|( 4 ) 000010 |( ) |( )
|THOMAS DICENZO, INC. | |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0170 505.08 1050.000 LS | 1500.00000 1500.00| |
SHEAR CONNECTORS | | |
0180 507.0811 38.000 LS | 13900.00000 13900.00| |
STEEL BRIDGE RAILING, 2 BAR | | |
0190 511.07 LUMP| 30000.00000 30000.00| |
COFFERDAM: ABUTMENT NO. 1 | | |
0200 511.07 LUMP| 60000.00000 60000.00| |
COFFERDAM: ABUTMENT NO.2 | | |
0210 512.081 39.000 LS | 7800.00000 7800.00| |
FRENCH DRAINS | | |
0220 514.06 1.000 EA | 1000.00000 1000.00| |
CURING BOX FOR CONCRETE CYLINDERS | | |
0230 515.21 360.000 LS | 500.00000 500.00| |
PROTECTIVE COATING FOR CONCRETE SURFACE | | |
0240 523.08 10.000 EA | 1500.00000 15000.00| |
ELASTOMERIC BRIDGE BEARING - LAMINATED | | |
0250 526.301 60.000 LS | 6000.00000 6000.00| |
TEMPORARY CONCRETE BARRIER TYPE I | | |
0260 526.34 4.000 EA | 2000.00000 8000.00| |
PERMANENT CONCRETE TRANSITION BARRIER | | |
0270 606.1721 4.000 EA | 1680.00000 6720.00| |
BRIDGE TRANSITION - TYPE 1 | | |
0280 606.265 3.000 EA | 32.00000 96.00| |
TERMINAL END - SINGLE RAIL - GALVANIZED | | |
STEEL | | |
0290 606.35 6.000 EA | 32.00000 192.00| |
GUARDRAIL DELINEATOR POST | | |
0300 606.363 55.000 M | 13.00000 715.00| |
GUARDRAIL REMOVE AND DISPOSE | | |
0310 606.55 31.000 M | 53.00000 1643.00| |
GUARDRAIL TYPE 3 - SINGLE RAIL | | |
0320 606.60 20.000 M | 63.00000 1260.00| |
GUARDRAIL TYPE 3 - OVER 4.5 METER RADIU | | |
0330 606.78 1.000 EA | 1050.00000 1050.00| |
LOW VOLUME GUARDRAIL END - TYPE 3 | | |
0340 609.15 50.000 M | 110.00000 5500.00| |
SLOPED CURB TYPE 1 | | |
0350 610.08 300.000 M3 | 75.00000 22500.00| |
PLAIN RIPRAP | | |
0360 615.07 33.000 M3 | 25.00000 825.00| |
LOAM | | |
LETTING DATE : 11/13/02 MAINE DEPARTMENT OF TRANSPORTATION DATE : 11/13/02
PAGE : 7
LOCATION : TABULATION OF BIDS
CONTRACT ID : 006743.56
=========
====================================================================================================================================
|( 4 ) 000010 |( ) |( )
|THOMAS DICENZO, INC. | |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0370 616.08 25.000 M2 | 20.00000 500.00| |
SODDING | | |
0380 618.1301 7.000 UN | 100.00000 700.00| |
SEEDING METHOD NUMBER 1 - PLAN QUANTITY | | |
0390 618.1411 4.000 UN | 100.00000 400.00| |
SEEDING METHOD NUMBER 3 - PLAN QUANTITY | | |
0400 618.15 3.000 KG | 20.00000 60.00| |
TEMPORARY SEEDING | | |
0410 619.1201 9.000 UN | 100.00000 900.00| |
MULCH - PLAN QUANTITY | | |
0420 620.58 320.000 M2 | 15.00000 4800.00| |
EROSION CONTROL GEOTEXTILE | | |
0430 627.618 26.000 M | 21.00000 546.00| |
300 MM SOLID WHITE PAVEMENT MARKING LIN | | |
0440 627.73 200.000 M | 7.50000 1500.00| |
100 MM YELLOW PAVEMENT MARKING LINE | | |
0450 627.77 16.000 M2 | 85.00000 1360.00| |
REMOVING PAVEMENT MARKINGS | | |
0460 627.78 160.000 M | 11.00000 1760.00| |
TEMPORARY 100 MM PAINTED PAVEMENT | | |
MARKING LINE, WHITE OR YELLOW | | |
0470 629.05 25.000 MH | 25.00000 625.00| |
HAND LABOR, STRAIGHT TIME | | |
0480 631.12 25.000 HR | 80.00000 2000.00| |
ALL PURPOSE EXCAVATOR (INCLUDING | | |
OPERATOR) | | |
0490 631.14 25.000 HR | 80.00000 2000.00| |
GRADER (INCLUDING OPERATOR) | | |
0500 631.15 25.000 HR | 50.00000 1250.00| |
ROLLER, EARTH AND BASE COURSE | | |
(INCLUDING OPERATOR) | | |
0510 631.172 25.000 HR | 45.00000 1125.00| |
TRUCK - LARGE (INCLUDING OPERATOR) | | |
0520 631.36 25.000 MH | 35.00000 875.00| |
FOREMAN | | |
0530 637.071 LUMP| 1500.00000 1500.00| |
DUST CONTROL | | |
0540 639.18 1.000 EA | 8500.00000 8500.00| |
FIELD OFFICE TYPE A | | |
0550 652.39 LUMP| 7000.00000 7000.00| |
WORK ZONE TRAFFIC CONTROL | | |
LETTING DATE : 11/13/02 MAINE DEPARTMENT OF TRANSPORTATION DATE : 11/13/02
PAGE : 8
LOCATION : TABULATION OF BIDS
CONTRACT ID : 006743.56
=========
====================================================================================================================================
|( 4 ) 000010 |( ) |( )
|THOMAS DICENZO, INC. | |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0560 656.75 LUMP| 5000.00000 5000.00| |
TEMPORARY SOIL EROSION AND WATER | | |
POLLUTION CONTROL | | |
0570 659.10 LUMP| 60000.00000 60000.00| |
MOBILIZATION | | |
0580 660.21 1000.000 MH | 1.00000 1000.00| |
ON-THE-JOB TRAINING (BID) | | |
SECTION TOTALS | $ 798,792.00| $ 0.00| $ 0.00
------------------------------------------+----------------------------+----------------------------+-------------------------------
CONTRACT TOTALS | $ 798,792.00| $ 0.00| $
====================================================================================================================================