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LETTING DATE : 02/13/02 MAINE DEPARTMENT OF TRANSPORTATION DATE : 07/10/02
PAGE : 1
LOCATION : TABULATION OF BIDS
CONTRACT ID : 006859.01 COMPLETION DATE : 11/15/02
=========
PROJECT(S): BH-6859(01)X COUNTIE(S) : CUMBERLAND MAINE STATE DEPARTMENT OF TRANSPORTATION
A TRUE COPY : __________________________
TITLE : __________________________
ATTEST : ____________________________ CONTRACT DESCRIPTION : BRIDGE REHABILATATION NOTARY PUBLIC
--------------------------------------------------------------------------------------------------------------------------
TOTAL % OVER
RANK VENDOR NO./NAME BID LOW BID
--------------------------------------------------------------------------------------------------------------------------
1 000009 BANCROFT CONTRACTING CORP. $ 460,891.10 100.0000%
2 000416 T BUCK CONSTRUCTION INC. $ 514,601.00 111.6535%
3 000164 C P M CONSTRUCTORS $ 686,681.00 148.9899%
4 000063 WYMAN & SIMPSON, INC. $ 704,721.00 152.9040%
====================================================================================================================================
|( 1 ) 000009 |( 2 ) 000416 |( 3 ) 000164
|BANCROFT CONTRACTING CORP. |T BUCK CONSTRUCTION INC. |C P M CONSTRUCTORS
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0001 HIGHWAY ITEMS
| | |
0010 202.192 LUMP| 24330.00000 24330.00| 103000.50000 103000.50| 102000.00000 102000.00
REMOVE AND REPLACE EXISTING BRIDGE | | |
0020 203.20 210.000 M3 | 16.50000 3465.00| 10.00000 2100.00| 16.00000 3360.00
COMMON EXCAVATION | | |
0030 203.24 20.000 M3 | 11.77000 235.40| 14.00000 280.00| 30.00000 600.00
COMMON BORROW | | |
0040 203.25 190.000 M3 | 11.77000 2236.30| 16.00000 3040.00| 46.00000 8740.00
GRANULAR BORROW | | |
0050 206.082 420.000 M3 | 21.45000 9009.00| 15.00000 6300.00| 20.00000 8400.00
STRUCTURAL EARTH EXCAVATION - MAJOR | | |
STRUCTURES | | |
0060 206.092 5.000 M3 | 37.13000 185.65| 250.00000 1250.00| 235.00000 1175.00
STRUCTURAL ROCK EXCAVATION - MAJOR | | |
STRUCTURES | | |
0070 304.10 205.000 M3 | 16.99000 3482.95| 23.00000 4715.00| 34.00000 6970.00
AGGREGATE SUBBASE COURSE - GRAVEL | | |
0080 403.208 49.000 MG | 137.50000 6737.50| 145.00000 7105.00| 125.00000 6125.00
HOT MIX ASPHALT 12.5 MM NOMINAL MAX SIZ | | |
0090 403.213 43.000 MG | 137.50000 5912.50| 145.00000 6235.00| 125.00000 5375.00
HOT MIX ASPHALT 12.5 MM NOMINAL MAX | | |
SIZE - BASE | | |
0100 409.15 50.000 L | 5.50000 275.00| 25.00000 1250.00| 5.00000 250.00
BITUMINOUS TACK COAT APPLIED | | |
LETTING DATE : 02/13/02 MAINE DEPARTMENT OF TRANSPORTATION DATE : 07/10/02
PAGE : 2
LOCATION : TABULATION OF BIDS
CONTRACT ID : 006859.01
=========
====================================================================================================================================
|( 1 ) 000009 |( 2 ) 000416 |( 3 ) 000164
|BANCROFT CONTRACTING CORP. |T BUCK CONSTRUCTION INC. |C P M CONSTRUCTORS
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0110 502.21 130.000 M3 | 332.77000 43260.10| 480.00000 62400.00| 675.00000 87750.00
STRUCTURAL CONCRETE, ABUTMENTS AND | | |
RETAINING WALLS | | |
0120 503.12 5350.000 KG | 0.61000 3263.50| 0.63000 3370.50| 1.00000 5350.00
REINFORCING STEEL, FABRICATED AND | | |
DELIVERED | | |
0130 503.13 5350.000 KG | 0.99000 5296.50| 0.40000 2140.00| 3.00000 16050.00
REINFORCING STEEL, PLACING | | |
0140 504.70 16100.000 LS | 48598.00000 48598.00| 55000.00000 55000.00| 55000.00000 55000.00
STRUCTURAL STEEL FABRICATED AND | | |
DELIVERED | | |
0150 504.71 16100.000 LS | 4875.00000 4875.00| 22500.00000 22500.00| 30000.00000 30000.00
STRUCTURAL STEEL ERECTION | | |
0160 504.822 660.000 EA | 13.72000 9055.20| 8.00000 5280.00| 50.00000 33000.00
REMOVE FASTENER AND REPLACE WITH HIGH | | |
STRENGTH ROUND HEAD HEAD BOLTS | | |
0170 504.831 20.000 EA | 81.62000 1632.40| 180.00000 3600.00| 260.00000 5200.00
TRUSS GUSSET PLATE TYPE 1 REPLACEMENT | | |
0180 504.832 11.000 EA | 77.90000 856.90| 105.00000 1155.00| 276.00000 3036.00
TRUSS GUSSET PLATE TYPE 2 REPLACEMEN | | |
0190 504.833 9.000 EA | 232.00000 2088.00| 320.00000 2880.00| 860.00000 7740.00
TRUSS BOTTOM CORD ANGLE REPLACEMENT | | |
0200 504.834 4.000 EA | 259.05000 1036.20| 400.00000 1600.00| 860.00000 3440.00
TRUSS BOTTOM CHORD ANGLE REPLACEMENT | | |
0210 504.836 1.000 EA | 187.00000 187.00| 270.00000 270.00| 1400.00000 1400.00
TRUSS DIAGONAL ANGLE REPLACEMENT | | |
0220 504.837 10.000 EA | 75.24000 752.40| 180.00000 1800.00| 500.00000 5000.00
BRIDGE RAIL POST ANGLE REPLACEMENT | | |
0230 504.838 20.000 EA | 73.81000 1476.20| 110.00000 2200.00| 150.00000 3000.00
TRUSS LACING BAR REPLACEMENT | | |
0240 506.144 16500.000 LS | 50600.00000 50600.00| 36000.00000 36000.00| 50000.00000 50000.00
FIELD PAINTING OF NEW AND EXISTING | | |
STRUCTURAL STEEL | | |
0250 506.17 16500.000 LS | 68200.00000 68200.00| 32000.00000 32000.00| 50000.00000 50000.00
SURFACE PREPARATION OF EXISTING | | |
STRUCTURAL STEEL | | |
0260 506.18 16500.000 LS | 59400.00000 59400.00| 4000.00000 4000.00| 50000.00000 50000.00
CONTAINMENT AND POLLUTION CONTROL | | |
0270 506.191 16500.000 LS | 11000.00000 11000.00| 3000.00000 3000.00| 5000.00000 5000.00
DISPOSAL OF SPECIAL WASTE OR HAZARDOUS | | |
WASTE MATERIAL | | |
LETTING DATE : 02/13/02 MAINE DEPARTMENT OF TRANSPORTATION DATE : 07/10/02
PAGE : 3
LOCATION : TABULATION OF BIDS
CONTRACT ID : 006859.01
=========
====================================================================================================================================
|( 1 ) 000009 |( 2 ) 000416 |( 3 ) 000164
|BANCROFT CONTRACTING CORP. |T BUCK CONSTRUCTION INC. |C P M CONSTRUCTORS
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0280 511.07 LUMP| 6505.40000 6505.40| 11000.00000 11000.00| 7500.00000 7500.00
COFFERDAM: COFFER DAM 1 | | |
0290 511.07 LUMP| 3708.10000 3708.10| 11000.00000 11000.00| 6000.00000 6000.00
COFFERDAM: COFFER DAM 2 | | |
0300 512.081 25.000 LS | 2320.00000 2320.00| 2000.00000 2000.00| 3000.00000 3000.00
FRENCH DRAINS | | |
0310 514.06 1.000 EA | 610.00000 610.00| 2000.00000 2000.00| 750.00000 750.00
CURING BOX FOR CONCRETE CYLINDERS | | |
0320 515.21 30.000 LS | 275.00000 275.00| 900.00000 900.00| 250.00000 250.00
PROTECTIVE COATING FOR CONCRETE SURFACE | | |
0330 528.601 1.000 LS | 6448.00000 6448.00| 12500.00000 12500.00| 12000.00000 12000.00
STRUCTURAL TIMBER DECKING | | |
0340 528.602 LUMP| 3590.00000 3590.00| 4000.00000 4000.00| 2000.00000 2000.00
TIMBER RUNNING PLANKS | | |
0350 606.17 55.000 M | 52.82000 2905.10| 56.00000 3080.00| 50.00000 2750.00
GUARDRAIL TYPE 3B - SINGLE RAIL | | |
0360 606.1722 4.000 EA | 693.75000 2775.00| 850.00000 3400.00| 630.00000 2520.00
BRIDGE TRANSITION - TYPE 2 | | |
0370 606.265 4.000 EA | 24.20000 96.80| 45.00000 180.00| 25.00000 100.00
TERMINAL END - SINGLE RAIL - GALVANIZED | | |
STEEL | | |
0380 610.08 30.000 M3 | 19.80000 594.00| 55.00000 1650.00| 60.00000 1800.00
PLAIN RIPRAP | | |
0390 613.319 10.000 M2 | 2.48000 24.80| 10.00000 100.00| 10.00000 100.00
EROSION CONTROL BLANKET | | |
0400 615.07 10.000 M3 | 23.10000 231.00| 40.00000 400.00| 60.00000 600.00
LOAM | | |
0410 617.30 10.000 M3 | 12.10000 121.00| 100.00000 1000.00| 100.00000 1000.00
COMPOSTED BARK MIX | | |
0420 618.1301 1.000 UN | 220.00000 220.00| 200.00000 200.00| 250.00000 250.00
SEEDING METHOD NUMBER 1 - PLAN QUANTITY | | |
0430 619.1201 1.000 UN | 220.00000 220.00| 200.00000 200.00| 250.00000 250.00
MULCH - PLAN QUANTITY | | |
0440 629.05 40.000 MH | 28.00000 1120.00| 24.00000 960.00| 30.00000 1200.00
HAND LABOR, STRAIGHT TIME | | |
0450 631.12 40.000 HR | 90.00000 3600.00| 89.00000 3560.00| 100.00000 4000.00
ALL PURPOSE EXCAVATOR (INCLUDING | | |
OPERATOR) | | |
0460 631.172 40.000 HR | 57.00000 2280.00| 45.00000 1800.00| 40.00000 1600.00
TRUCK - LARGE (INCLUDING OPERATOR) | | |
0470 631.22 40.000 HR | 90.00000 3600.00| 70.00000 2800.00| 80.00000 3200.00
FRONT END LOADER (INCLUDING OPERATOR) | | |
LETTING DATE : 02/13/02 MAINE DEPARTMENT OF TRANSPORTATION DATE : 07/10/02
PAGE : 4
LOCATION : TABULATION OF BIDS
CONTRACT ID : 006859.01
=========
====================================================================================================================================
|( 1 ) 000009 |( 2 ) 000416 |( 3 ) 000164
|BANCROFT CONTRACTING CORP. |T BUCK CONSTRUCTION INC. |C P M CONSTRUCTORS
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0480 637.071 LUMP| 550.00000 550.00| 500.00000 500.00| 850.00000 850.00
DUST CONTROL | | |
0490 639.18 1.000 EA | 6480.10000 6480.10| 4500.00000 4500.00| 5000.00000 5000.00
FIELD OFFICE TYPE A | | |
0500 652.39 LUMP| 1974.50000 1974.50| 6500.00000 6500.00| 6000.00000 6000.00
WORK ZONE TRAFFIC CONTROL | | |
0510 656.75 LUMP| 660.00000 660.00| 3600.00000 3600.00| 5000.00000 5000.00
TEMPORARY SOIL EROSION AND WATER | | |
POLLUTION CONTROL | | |
0520 659.10 LUMP| 42535.60000 42535.60| 62300.00000 62300.00| 65000.00000 65000.00
MOBILIZATION | | |
SECTION TOTALS | $ 460,891.10| $ 514,601.00| $ 686,681.00
------------------------------------------+----------------------------+----------------------------+-------------------------------
CONTRACT TOTALS | $ 460,891.10| $ 514,601.00| $ 686,681.00
====================================================================================================================================
LETTING DATE : 02/13/02 MAINE DEPARTMENT OF TRANSPORTATION DATE : 07/10/02
PAGE : 5
LOCATION : TABULATION OF BIDS
CONTRACT ID : 006859.01
=========
====================================================================================================================================
|( 4 ) 000063 |( ) |( )
|WYMAN & SIMPSON, INC. | |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0001 HIGHWAY ITEMS
| | |
0010 202.192 LUMP| 115000.00000 115000.00| |
REMOVE AND REPLACE EXISTING BRIDGE | | |
0020 203.20 210.000 M3 | 12.50000 2625.00| |
COMMON EXCAVATION | | |
0030 203.24 20.000 M3 | 14.00000 280.00| |
COMMON BORROW | | |
0040 203.25 190.000 M3 | 17.50000 3325.00| |
GRANULAR BORROW | | |
0050 206.082 420.000 M3 | 25.00000 10500.00| |
STRUCTURAL EARTH EXCAVATION - MAJOR | | |
STRUCTURES | | |
0060 206.092 5.000 M3 | 200.00000 1000.00| |
STRUCTURAL ROCK EXCAVATION - MAJOR | | |
STRUCTURES | | |
0070 304.10 205.000 M3 | 20.00000 4100.00| |
AGGREGATE SUBBASE COURSE - GRAVEL | | |
0080 403.208 49.000 MG | 170.00000 8330.00| |
HOT MIX ASPHALT 12.5 MM NOMINAL MAX SIZ | | |
0090 403.213 43.000 MG | 160.00000 6880.00| |
HOT MIX ASPHALT 12.5 MM NOMINAL MAX | | |
SIZE - BASE | | |
0100 409.15 50.000 L | 6.00000 300.00| |
BITUMINOUS TACK COAT APPLIED | | |
0110 502.21 130.000 M3 | 600.00000 78000.00| |
STRUCTURAL CONCRETE, ABUTMENTS AND | | |
RETAINING WALLS | | |
0120 503.12 5350.000 KG | 1.00000 5350.00| |
REINFORCING STEEL, FABRICATED AND | | |
DELIVERED | | |
0130 503.13 5350.000 KG | 0.50000 2675.00| |
REINFORCING STEEL, PLACING | | |
0140 504.70 16100.000 LS | 75000.00000 75000.00| |
STRUCTURAL STEEL FABRICATED AND | | |
DELIVERED | | |
0150 504.71 16100.000 LS | 12500.00000 12500.00| |
STRUCTURAL STEEL ERECTION | | |
0160 504.822 660.000 EA | 30.00000 19800.00| |
REMOVE FASTENER AND REPLACE WITH HIGH | | |
STRENGTH ROUND HEAD HEAD BOLTS | | |
LETTING DATE : 02/13/02 MAINE DEPARTMENT OF TRANSPORTATION DATE : 07/10/02
PAGE : 6
LOCATION : TABULATION OF BIDS
CONTRACT ID : 006859.01
=========
====================================================================================================================================
|( 4 ) 000063 |( ) |( )
|WYMAN & SIMPSON, INC. | |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0170 504.831 20.000 EA | 300.00000 6000.00| |
TRUSS GUSSET PLATE TYPE 1 REPLACEMENT | | |
0180 504.832 11.000 EA | 500.00000 5500.00| |
TRUSS GUSSET PLATE TYPE 2 REPLACEMEN | | |
0190 504.833 9.000 EA | 750.00000 6750.00| |
TRUSS BOTTOM CORD ANGLE REPLACEMENT | | |
0200 504.834 4.000 EA | 700.00000 2800.00| |
TRUSS BOTTOM CHORD ANGLE REPLACEMENT | | |
0210 504.836 1.000 EA | 700.00000 700.00| |
TRUSS DIAGONAL ANGLE REPLACEMENT | | |
0220 504.837 10.000 EA | 325.00000 3250.00| |
BRIDGE RAIL POST ANGLE REPLACEMENT | | |
0230 504.838 20.000 EA | 320.00000 6400.00| |
TRUSS LACING BAR REPLACEMENT | | |
0240 506.144 16500.000 LS | 85000.00000 85000.00| |
FIELD PAINTING OF NEW AND EXISTING | | |
STRUCTURAL STEEL | | |
0250 506.17 16500.000 LS | 70000.00000 70000.00| |
SURFACE PREPARATION OF EXISTING | | |
STRUCTURAL STEEL | | |
0260 506.18 16500.000 LS | 40000.00000 40000.00| |
CONTAINMENT AND POLLUTION CONTROL | | |
0270 506.191 16500.000 LS | 5000.00000 5000.00| |
DISPOSAL OF SPECIAL WASTE OR HAZARDOUS | | |
WASTE MATERIAL | | |
0280 511.07 LUMP| 4000.00000 4000.00| |
COFFERDAM: COFFER DAM 1 | | |
0290 511.07 LUMP| 4000.00000 4000.00| |
COFFERDAM: COFFER DAM 2 | | |
0300 512.081 25.000 LS | 2000.00000 2000.00| |
FRENCH DRAINS | | |
0310 514.06 1.000 EA | 700.00000 700.00| |
CURING BOX FOR CONCRETE CYLINDERS | | |
0320 515.21 30.000 LS | 1000.00000 1000.00| |
PROTECTIVE COATING FOR CONCRETE SURFACE | | |
0330 528.601 1.000 LS | 16000.00000 16000.00| |
STRUCTURAL TIMBER DECKING | | |
0340 528.602 LUMP| 4000.00000 4000.00| |
TIMBER RUNNING PLANKS | | |
0350 606.17 55.000 M | 52.00000 2860.00| |
GUARDRAIL TYPE 3B - SINGLE RAIL | | |
LETTING DATE : 02/13/02 MAINE DEPARTMENT OF TRANSPORTATION DATE : 07/10/02
PAGE : 7
LOCATION : TABULATION OF BIDS
CONTRACT ID : 006859.01
=========
====================================================================================================================================
|( 4 ) 000063 |( ) |( )
|WYMAN & SIMPSON, INC. | |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0360 606.1722 4.000 EA | 680.00000 2720.00| |
BRIDGE TRANSITION - TYPE 2 | | |
0370 606.265 4.000 EA | 24.00000 96.00| |
TERMINAL END - SINGLE RAIL - GALVANIZED | | |
STEEL | | |
0380 610.08 30.000 M3 | 55.00000 1650.00| |
PLAIN RIPRAP | | |
0390 613.319 10.000 M2 | 5.00000 50.00| |
EROSION CONTROL BLANKET | | |
0400 615.07 10.000 M3 | 40.00000 400.00| |
LOAM | | |
0410 617.30 10.000 M3 | 40.00000 400.00| |
COMPOSTED BARK MIX | | |
0420 618.1301 1.000 UN | 500.00000 500.00| |
SEEDING METHOD NUMBER 1 - PLAN QUANTITY | | |
0430 619.1201 1.000 UN | 500.00000 500.00| |
MULCH - PLAN QUANTITY | | |
0440 629.05 40.000 MH | 25.00000 1000.00| |
HAND LABOR, STRAIGHT TIME | | |
0450 631.12 40.000 HR | 80.00000 3200.00| |
ALL PURPOSE EXCAVATOR (INCLUDING | | |
OPERATOR) | | |
0460 631.172 40.000 HR | 32.00000 1280.00| |
TRUCK - LARGE (INCLUDING OPERATOR) | | |
0470 631.22 40.000 HR | 40.00000 1600.00| |
FRONT END LOADER (INCLUDING OPERATOR) | | |
0480 637.071 LUMP| 1000.00000 1000.00| |
DUST CONTROL | | |
0490 639.18 1.000 EA | 2500.00000 2500.00| |
FIELD OFFICE TYPE A | | |
0500 652.39 LUMP| 6000.00000 6000.00| |
WORK ZONE TRAFFIC CONTROL | | |
0510 656.75 LUMP| 3700.00000 3700.00| |
TEMPORARY SOIL EROSION AND WATER | | |
POLLUTION CONTROL | | |
0520 659.10 LUMP| 66500.00000 66500.00| |
MOBILIZATION | | |
SECTION TOTALS | $ 704,721.00| $ 0.00| $ 0.00
------------------------------------------+----------------------------+----------------------------+-------------------------------
CONTRACT TOTALS | $ 704,721.00| $ 0.00| $
====================================================================================================================================