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LETTING DATE : 01/08/03 MAINE DEPARTMENT OF TRANSPORTATION DATE : 01/09/03
PAGE : 1
LOCATION : TABULATION OF BIDS
CONTRACT ID : 010160.00 COMPLETION DATE : 11/15/03
=========
PROJECT(S): STP-1015(900)X COUNTIE(S) : CUMBERLAND MAINE STATE DEPARTMENT OF TRANSPORTATION
STP-A016(000)X
A TRUE COPY : __________________________
TITLE : __________________________
ATTEST : ____________________________ CONTRACT DESCRIPTION : BRIDGE REHABILITATION NOTARY PUBLIC
--------------------------------------------------------------------------------------------------------------------------
TOTAL % OVER
RANK VENDOR NO./NAME BID LOW BID
--------------------------------------------------------------------------------------------------------------------------
1 000063 WYMAN & SIMPSON, INC. $ 444,053.00 100.0000%
2 000164 C P M CONSTRUCTORS $ 475,461.50 107.0731%
3 000416 T BUCK CONSTRUCTION INC. $ 516,060.50 116.2160%
4 000272 A & V CONSTRUCTION, CORP. $ 625,660.00 140.8976%
====================================================================================================================================
|( 1 ) 000063 |( 2 ) 000164 |( 3 ) 000416
|WYMAN & SIMPSON, INC. |C P M CONSTRUCTORS |T BUCK CONSTRUCTION INC.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0001 BRIDGE ITEMS
| | |
0010 202.19 1.000 LS | 35000.00000 35000.00| 20000.00000 20000.00| 12740.00000 12740.00
REMOVING EXISTING BRIDGE | | |
0020 203.20 290.000 M3 | 10.00000 2900.00| 13.00000 3770.00| 28.00000 8120.00
COMMON EXCAVATION | | |
0030 203.24 160.000 M3 | 15.00000 2400.00| 6.00000 960.00| 31.00000 4960.00
COMMON BORROW | | |
0040 203.25 78.000 M3 | 22.00000 1716.00| 35.00000 2730.00| 58.00000 4524.00
GRANULAR BORROW | | |
0050 206.082 135.000 M3 | 22.00000 2970.00| 25.00000 3375.00| 22.00000 2970.00
STRUCTURAL EARTH EXCAVATION - MAJOR | | |
STRUCTURES | | |
0060 304.10 430.000 M3 | 16.00000 6880.00| 25.00000 10750.00| 34.00000 14620.00
AGGREGATE SUBBASE COURSE - GRAVEL | | |
0070 403.210 110.000 MG | 96.00000 10560.00| 90.00000 9900.00| 90.00000 9900.00
HOT MIX ASPHALT 9.5 MM NOMINAL MAX SIZE | | |
0080 403.213 45.000 MG | 96.00000 4320.00| 90.00000 4050.00| 90.00000 4050.00
HOT MIX ASPHALT 12.5 MM, BASE | | |
0090 409.15 100.000 L | 8.50000 850.00| 8.00000 800.00| 8.00000 800.00
BITUMINOUS TACK COAT APPLIED | | |
0100 501.231 1.000 EA | 2800.00000 2800.00| 6000.00000 6000.00| 6000.00000 6000.00
DYNAMIC LOADING TEST | | |
0110 501.46 152.000 M | 80.00000 12160.00| 140.00000 21280.00| 143.00000 21736.00
STEEL H-BEAM PILES 109 KG/M, DELIVERED | | |
LETTING DATE : 01/08/03 MAINE DEPARTMENT OF TRANSPORTATION DATE : 01/09/03
PAGE : 2
LOCATION : TABULATION OF BIDS
CONTRACT ID : 010160.00
=========
====================================================================================================================================
|( 1 ) 000063 |( 2 ) 000164 |( 3 ) 000416
|WYMAN & SIMPSON, INC. |C P M CONSTRUCTORS |T BUCK CONSTRUCTION INC.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0120 501.461 152.000 M | 12.00000 1824.00| 10.00000 1520.00| 11.00000 1672.00
STEEL H-BEAM PILES 109 KG/M, IN PLACE | | |
0130 501.90 8.000 EA | 175.00000 1400.00| 200.00000 1600.00| 240.00000 1920.00
PILE TIPS | | |
0140 501.91 8.000 EA | 50.00000 400.00| 10.00000 80.00| 12.00000 96.00
PILE SPLICES | | |
0150 501.92 LUMP| 7500.00000 7500.00| 8000.00000 8000.00| 7200.00000 7200.00
PILE DRIVING EQUIPMENT MOBILIZATION | | |
0160 502.219 60.000 LS | 35000.00000 35000.00| 35000.00000 35000.00| 64500.00000 64500.00
STRUCTURAL CONCRETE, ABUTMENTS AND | | |
RETAINING WALLS | | |
0170 502.25 21.000 LS | 12000.00000 12000.00| 10000.00000 10000.00| 8800.00000 8800.00
STRUCTURAL CONCRETE SUPERSTRUCTURE SLAB | | |
0180 502.31 19.000 LS | 6500.00000 6500.00| 5000.00000 5000.00| 4500.00000 4500.00
STRUCTURAL CONCRETE APPROACH SLABS | | |
0190 502.325 LUMP| 25680.00000 25680.00| 30000.00000 30000.00| 37200.00000 37200.00
STRUCTURAL CONCRETE CULVERT INVERT | | |
LINING | | |
0200 502.49 7.000 LS | 7500.00000 7500.00| 7500.00000 7500.00| 4500.00000 4500.00
STRUCTURAL CONCRETE CURBS AND SIDEWALKS | | |
0210 503.12 3250.000 KG | 1.00000 3250.00| 0.75000 2437.50| 1.00000 3250.00
REINFORCING STEEL, FABRICATED AND | | |
DELIVERED | | |
0220 503.13 3250.000 KG | 0.50000 1625.00| 1.00000 3250.00| 0.39000 1267.50
REINFORCING STEEL, PLACING | | |
0230 507.0811 38.000 LS | 9500.00000 9500.00| 11000.00000 11000.00| 11715.00000 11715.00
STEEL BRIDGE RAILING, 2 BAR | | |
0240 508.13 190.000 LS | 3000.00000 3000.00| 3000.00000 3000.00| 1125.00000 1125.00
MEMBRANE WATERPROOFING | | |
0250 511.07 LUMP| 6000.00000 6000.00| 7500.00000 7500.00| 12600.00000 12600.00
COFFERDAM: DYER BRIDGE (DOWNSTREAM) | | |
0260 511.07 LUMP| 6000.00000 6000.00| 7500.00000 7500.00| 12600.00000 12600.00
COFFERDAM: DYER BRIDGE (UPSTREAM) | | |
0270 511.07 LUMP| 8000.00000 8000.00| 7500.00000 7500.00| 6800.00000 6800.00
COFFERDAM: SNOW BRIDGE (DOWN STREAM) | | |
0280 511.07 LUMP| 8000.00000 8000.00| 7500.00000 7500.00| 6800.00000 6800.00
COFFERDAM: SNOW BRIDGE (UPSTREAM) | | |
0290 512.081 70.000 LS | 3500.00000 3500.00| 3000.00000 3000.00| 1800.00000 1800.00
FRENCH DRAINS | | |
0300 514.06 1.000 EA | 700.00000 700.00| 750.00000 750.00| 150.00000 150.00
CURING BOX FOR CONCRETE CYLINDERS | | |
LETTING DATE : 01/08/03 MAINE DEPARTMENT OF TRANSPORTATION DATE : 01/09/03
PAGE : 3
LOCATION : TABULATION OF BIDS
CONTRACT ID : 010160.00
=========
====================================================================================================================================
|( 1 ) 000063 |( 2 ) 000164 |( 3 ) 000416
|WYMAN & SIMPSON, INC. |C P M CONSTRUCTORS |T BUCK CONSTRUCTION INC.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0310 515.21 280.000 LS | 500.00000 500.00| 800.00000 800.00| 250.00000 250.00
PROTECTIVE COATING FOR CONCRETE SURFACE | | |
0320 526.34 4.000 EA | 1600.00000 6400.00| 1400.00000 5600.00| 1400.00000 5600.00
PERMANENT CONCRETE TRANSITION BARRIER | | |
0330 535.62 105.000 LS | 125000.00000 125000.00| 130000.00000 130000.00| 113000.00000 113000.00
PRESTRESSED STRUCTURAL CONCRETE BOX BEA | | |
0340 606.1721 4.000 EA | 965.00000 3860.00| 900.00000 3600.00| 900.00000 3600.00
BRIDGE TRANSITION - TYPE 1 | | |
0350 606.35 6.000 EA | 26.00000 156.00| 24.00000 144.00| 24.00000 144.00
GUARDRAIL DELINEATOR POST | | |
0360 606.36 20.000 M | 32.00000 640.00| 30.00000 600.00| 30.00000 600.00
GUARDRAIL REMOVED AND RESET | | |
0370 606.55 65.000 M | 43.00000 2795.00| 40.00000 2600.00| 40.00000 2600.00
GUARDRAIL TYPE 3 - SINGLE RAIL | | |
0380 606.79 4.000 EA | 1550.00000 6200.00| 1500.00000 6000.00| 1450.00000 5800.00
GUARDRAIL 350 FLARED TERMINAL | | |
0390 610.08 10.000 M3 | 50.00000 500.00| 75.00000 750.00| 136.00000 1360.00
PLAIN RIPRAP | | |
0400 610.16 80.000 M3 | 60.00000 4800.00| 75.00000 6000.00| 90.00000 7200.00
HEAVY RIPRAP | | |
0410 615.07 35.000 M3 | 30.00000 1050.00| 55.00000 1925.00| 55.00000 1925.00
LOAM | | |
0420 618.1401 7.000 UN | 55.00000 385.00| 50.00000 350.00| 80.00000 560.00
SEEDING METHOD NUMBER 2 - PLAN QUANTITY | | |
0430 619.1201 7.000 UN | 50.00000 350.00| 45.00000 315.00| 19.00000 133.00
MULCH - PLAN QUANTITY | | |
0440 619.1401 70.000 M3 | 33.00000 2310.00| 45.00000 3150.00| 50.00000 3500.00
EROSION CONTROL MIX | | |
0450 620.58 50.000 M2 | 3.00000 150.00| 10.00000 500.00| 3.00000 150.00
EROSION CONTROL GEOTEXTILE | | |
0460 627.711 255.000 M | 4.40000 1122.00| 5.00000 1275.00| 2.00000 510.00
WHITE OR YELLOW PAINTED PAVEMENT | | |
MARKING LINE (PLAN QUANTITY ) | | |
0470 629.05 20.000 HR | 20.00000 400.00| 25.00000 500.00| 25.00000 500.00
HAND LABOR, STRAIGHT TIME | | |
0480 631.12 20.000 HR | 80.00000 1600.00| 70.00000 1400.00| 75.00000 1500.00
ALL PURPOSE EXCAVATOR (INCLUDING | | |
OPERATOR) | | |
0490 631.14 20.000 HR | 65.00000 1300.00| 70.00000 1400.00| 120.00000 2400.00
GRADER (INCLUDING OPERATOR) | | |
0500 631.172 20.000 HR | 35.00000 700.00| 40.00000 800.00| 55.00000 1100.00
TRUCK - LARGE (INCLUDING OPERATOR) | | |
LETTING DATE : 01/08/03 MAINE DEPARTMENT OF TRANSPORTATION DATE : 01/09/03
PAGE : 4
LOCATION : TABULATION OF BIDS
CONTRACT ID : 010160.00
=========
====================================================================================================================================
|( 1 ) 000063 |( 2 ) 000164 |( 3 ) 000416
|WYMAN & SIMPSON, INC. |C P M CONSTRUCTORS |T BUCK CONSTRUCTION INC.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0510 631.22 20.000 HR | 45.00000 900.00| 50.00000 1000.00| 85.00000 1700.00
FRONT END LOADER (INCLUDING OPERATOR) | | |
0520 637.071 LUMP| 1000.00000 1000.00| 500.00000 500.00| 2600.00000 2600.00
DUST CONTROL | | |
0530 639.19 1.000 EA | 1500.00000 1500.00| 5500.00000 5500.00| 4000.00000 4000.00
FIELD OFFICE TYPE B | | |
0540 652.39 LUMP| 6000.00000 6000.00| 14500.00000 14500.00| 22000.00000 22000.00
WORK ZONE TRAFFIC CONTROL | | |
0550 656.75 LUMP| 3500.00000 3500.00| 3500.00000 3500.00| 5800.00000 5800.00
TEMPORARY SOIL EROSION AND WATER | | |
POLLUTION CONTROL | | |
0560 659.10 LUMP| 41000.00000 41000.00| 47000.00000 47000.00| 48613.00000 48613.00
MOBILIZATION | | |
SECTION TOTALS | $ 444,053.00| $ 475,461.50| $ 516,060.50
------------------------------------------+----------------------------+----------------------------+-------------------------------
CONTRACT TOTALS | $ 444,053.00| $ 475,461.50| $ 516,060.50
====================================================================================================================================
LETTING DATE : 01/08/03 MAINE DEPARTMENT OF TRANSPORTATION DATE : 01/09/03
PAGE : 5
LOCATION : TABULATION OF BIDS
CONTRACT ID : 010160.00
=========
====================================================================================================================================
|( 4 ) 000272 |( ) |( )
|A & V CONSTRUCTION, CORP. | |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0001 BRIDGE ITEMS
| | |
0010 202.19 1.000 LS | 30000.00000 30000.00| |
REMOVING EXISTING BRIDGE | | |
0020 203.20 290.000 M3 | 10.00000 2900.00| |
COMMON EXCAVATION | | |
0030 203.24 160.000 M3 | 5.00000 800.00| |
COMMON BORROW | | |
0040 203.25 78.000 M3 | 40.00000 3120.00| |
GRANULAR BORROW | | |
0050 206.082 135.000 M3 | 20.00000 2700.00| |
STRUCTURAL EARTH EXCAVATION - MAJOR | | |
STRUCTURES | | |
0060 304.10 430.000 M3 | 25.00000 10750.00| |
AGGREGATE SUBBASE COURSE - GRAVEL | | |
0070 403.210 110.000 MG | 100.00000 11000.00| |
HOT MIX ASPHALT 9.5 MM NOMINAL MAX SIZE | | |
0080 403.213 45.000 MG | 100.00000 4500.00| |
HOT MIX ASPHALT 12.5 MM, BASE | | |
0090 409.15 100.000 L | 8.00000 800.00| |
BITUMINOUS TACK COAT APPLIED | | |
0100 501.231 1.000 EA | 6700.00000 6700.00| |
DYNAMIC LOADING TEST | | |
0110 501.46 152.000 M | 200.00000 30400.00| |
STEEL H-BEAM PILES 109 KG/M, DELIVERED | | |
0120 501.461 152.000 M | 10.00000 1520.00| |
STEEL H-BEAM PILES 109 KG/M, IN PLACE | | |
0130 501.90 8.000 EA | 200.00000 1600.00| |
PILE TIPS | | |
0140 501.91 8.000 EA | 10.00000 80.00| |
PILE SPLICES | | |
0150 501.92 LUMP| 9700.00000 9700.00| |
PILE DRIVING EQUIPMENT MOBILIZATION | | |
0160 502.219 60.000 LS | 60000.00000 60000.00| |
STRUCTURAL CONCRETE, ABUTMENTS AND | | |
RETAINING WALLS | | |
0170 502.25 21.000 LS | 16000.00000 16000.00| |
STRUCTURAL CONCRETE SUPERSTRUCTURE SLAB | | |
0180 502.31 19.000 LS | 6200.00000 6200.00| |
STRUCTURAL CONCRETE APPROACH SLABS | | |
0190 502.325 LUMP| 41900.00000 41900.00| |
STRUCTURAL CONCRETE CULVERT INVERT | | |
LINING | | |
LETTING DATE : 01/08/03 MAINE DEPARTMENT OF TRANSPORTATION DATE : 01/09/03
PAGE : 6
LOCATION : TABULATION OF BIDS
CONTRACT ID : 010160.00
=========
====================================================================================================================================
|( 4 ) 000272 |( ) |( )
|A & V CONSTRUCTION, CORP. | |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0200 502.49 7.000 LS | 10800.00000 10800.00| |
STRUCTURAL CONCRETE CURBS AND SIDEWALKS | | |
0210 503.12 3250.000 KG | 0.70000 2275.00| |
REINFORCING STEEL, FABRICATED AND | | |
DELIVERED | | |
0220 503.13 3250.000 KG | 2.00000 6500.00| |
REINFORCING STEEL, PLACING | | |
0230 507.0811 38.000 LS | 13600.00000 13600.00| |
STEEL BRIDGE RAILING, 2 BAR | | |
0240 508.13 190.000 LS | 4900.00000 4900.00| |
MEMBRANE WATERPROOFING | | |
0250 511.07 LUMP| 9500.00000 9500.00| |
COFFERDAM: DYER BRIDGE (DOWNSTREAM) | | |
0260 511.07 LUMP| 10100.00000 10100.00| |
COFFERDAM: DYER BRIDGE (UPSTREAM) | | |
0270 511.07 LUMP| 1500.00000 1500.00| |
COFFERDAM: SNOW BRIDGE (DOWN STREAM) | | |
0280 511.07 LUMP| 6000.00000 6000.00| |
COFFERDAM: SNOW BRIDGE (UPSTREAM) | | |
0290 512.081 70.000 LS | 3800.00000 3800.00| |
FRENCH DRAINS | | |
0300 514.06 1.000 EA | 800.00000 800.00| |
CURING BOX FOR CONCRETE CYLINDERS | | |
0310 515.21 280.000 LS | 1200.00000 1200.00| |
PROTECTIVE COATING FOR CONCRETE SURFACE | | |
0320 526.34 4.000 EA | 1300.00000 5200.00| |
PERMANENT CONCRETE TRANSITION BARRIER | | |
0330 535.62 105.000 LS | 180000.00000 180000.00| |
PRESTRESSED STRUCTURAL CONCRETE BOX BEA | | |
0340 606.1721 4.000 EA | 900.00000 3600.00| |
BRIDGE TRANSITION - TYPE 1 | | |
0350 606.35 6.000 EA | 20.00000 120.00| |
GUARDRAIL DELINEATOR POST | | |
0360 606.36 20.000 M | 30.00000 600.00| |
GUARDRAIL REMOVED AND RESET | | |
0370 606.55 65.000 M | 40.00000 2600.00| |
GUARDRAIL TYPE 3 - SINGLE RAIL | | |
0380 606.79 4.000 EA | 1500.00000 6000.00| |
GUARDRAIL 350 FLARED TERMINAL | | |
0390 610.08 10.000 M3 | 90.00000 900.00| |
PLAIN RIPRAP | | |
LETTING DATE : 01/08/03 MAINE DEPARTMENT OF TRANSPORTATION DATE : 01/09/03
PAGE : 7
LOCATION : TABULATION OF BIDS
CONTRACT ID : 010160.00
=========
====================================================================================================================================
|( 4 ) 000272 |( ) |( )
|A & V CONSTRUCTION, CORP. | |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0400 610.16 80.000 M3 | 100.00000 8000.00| |
HEAVY RIPRAP | | |
0410 615.07 35.000 M3 | 35.00000 1225.00| |
LOAM | | |
0420 618.1401 7.000 UN | 80.00000 560.00| |
SEEDING METHOD NUMBER 2 - PLAN QUANTITY | | |
0430 619.1201 7.000 UN | 20.00000 140.00| |
MULCH - PLAN QUANTITY | | |
0440 619.1401 70.000 M3 | 40.00000 2800.00| |
EROSION CONTROL MIX | | |
0450 620.58 50.000 M2 | 1.00000 50.00| |
EROSION CONTROL GEOTEXTILE | | |
0460 627.711 255.000 M | 4.00000 1020.00| |
WHITE OR YELLOW PAINTED PAVEMENT | | |
MARKING LINE (PLAN QUANTITY ) | | |
0470 629.05 20.000 HR | 35.00000 700.00| |
HAND LABOR, STRAIGHT TIME | | |
0480 631.12 20.000 HR | 120.00000 2400.00| |
ALL PURPOSE EXCAVATOR (INCLUDING | | |
OPERATOR) | | |
0490 631.14 20.000 HR | 100.00000 2000.00| |
GRADER (INCLUDING OPERATOR) | | |
0500 631.172 20.000 HR | 45.00000 900.00| |
TRUCK - LARGE (INCLUDING OPERATOR) | | |
0510 631.22 20.000 HR | 85.00000 1700.00| |
FRONT END LOADER (INCLUDING OPERATOR) | | |
0520 637.071 LUMP| 4000.00000 4000.00| |
DUST CONTROL | | |
0530 639.19 1.000 EA | 3500.00000 3500.00| |
FIELD OFFICE TYPE B | | |
0540 652.39 LUMP| 20400.00000 20400.00| |
WORK ZONE TRAFFIC CONTROL | | |
0550 656.75 LUMP| 5600.00000 5600.00| |
TEMPORARY SOIL EROSION AND WATER | | |
POLLUTION CONTROL | | |
0560 659.10 LUMP| 60000.00000 60000.00| |
MOBILIZATION | | |
SECTION TOTALS | $ 625,660.00| $ 0.00| $ 0.00
------------------------------------------+----------------------------+----------------------------+-------------------------------
CONTRACT TOTALS | $ 625,660.00| $ 0.00| $
====================================================================================================================================