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LETTING DATE : 02/25/04 MAINE DEPARTMENT OF TRANSPORTATION DATE : 02/25/04
PAGE : 1
COUNTIE(S): YORK TABULATION OF BIDS
CONTRACT ID : 010153.56 COMPLETION DATE : 04/15/04
=========
PROJECT(S): BR-1015(356)X LOCATION(S): LEBANON ME.- MILTON N.H. MAINE STATE DEPARTMENT OF TRANSPORTATION
A TRUE COPY : __________________________
TITLE : __________________________
ATTEST : ____________________________ CONTRACT DESCRIPTION : SUPERSTRUCTURE REPLACEMENT NOTARY PUBLIC
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TOTAL % OVER
RANK VENDOR NO./NAME BID LOW BID
--------------------------------------------------------------------------------------------------------------------------
1 000164 C P M CONSTRUCTORS $ 535,438.00 100.0000%
2 000063 WYMAN & SIMPSON, INC. $ 543,910.00 101.5823%
3 001198 BAYVIEW CONSTRUCTION, CROPORATION. $ 711,658.00 132.9114%
4 001954 TECHNICAL CONSTRUCTION INC. $ 749,282.00 139.9381%
5 000416 T BUCK CONSTRUCTION INC. $ 769,069.69 143.6338%
====================================================================================================================================
|( 1 ) 000164 |( 2 ) 000063 |( 3 ) 001198
|C P M CONSTRUCTORS |WYMAN & SIMPSON, INC. |BAYVIEW CONSTRUCTION, CORP.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0001 BRIDGE ITEMS
| | |
0010 202.19 162.000 LS | 50000.00000 50000.00| 60000.00000 60000.00| 102500.00000 102500.00
REMOVING EXISTING BRIDGE | | |
0020 203.20 285.000 M3 | 12.00000 3420.00| 17.00000 4845.00| 8.00000 2280.00
COMMON EXCAVATION | | |
0030 203.24 20.000 M3 | 35.00000 700.00| 15.00000 300.00| 8.00000 160.00
COMMON BORROW | | |
0040 203.25 23.000 M3 | 45.00000 1035.00| 30.00000 690.00| 20.00000 460.00
GRANULAR BORROW | | |
0050 206.061 50.000 M3 | 20.00000 1000.00| 40.00000 2000.00| 20.00000 1000.00
STRUCTURAL EARTH EXCAVATION - DRAINAGE | | |
AND MINOR STRUCTURES, BELOW GRADE | | |
0060 206.082 430.000 M3 | 25.00000 10750.00| 28.00000 12040.00| 20.00000 8600.00
STRUCTURAL EARTH EXCAVATION - MAJOR | | |
STRUCTURES | | |
0070 304.10 300.000 M3 | 35.00000 10500.00| 27.00000 8100.00| 25.00000 7500.00
AGGREGATE SUBBASE COURSE - GRAVEL | | |
0080 403.210 77.000 MG | 260.00000 20020.00| 306.00000 23562.00| 260.00000 20020.00
HOT MIX ASPHALT 9.5 MM NOMINAL MAX SIZE | | |
0090 403.213 45.000 MG | 260.00000 11700.00| 317.00000 14265.00| 260.00000 11700.00
HOT MIX ASPHALT 12.5 MM, BASE | | |
0100 409.15 39.000 L | 7.00000 273.00| 7.00000 273.00| 7.00000 273.00
BITUMINOUS TACK COAT APPLIED | | |
LETTING DATE : 02/25/04 MAINE DEPARTMENT OF TRANSPORTATION DATE : 02/25/04
PAGE : 2
COUNTIE(S): YORK TABULATION OF BIDS
CONTRACT ID : 010153.56
=========
====================================================================================================================================
|( 1 ) 000164 |( 2 ) 000063 |( 3 ) 001198
|C P M CONSTRUCTORS |WYMAN & SIMPSON, INC. |BAYVIEW CONSTRUCTION, CORP.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0110 502.219 31.000 LS | 76000.00000 76000.00| 75000.00000 75000.00| 100000.00000 100000.00
STRUCTURAL CONCRETE, ABUTMENTS AND | | |
RETAINING WALLS | | |
0120 502.22 43.000 M3 | 150.00000 6450.00| 346.00000 14878.00| 425.00000 18275.00
STRUCTURAL CONCRETE, ABUTMENTS AND | | |
RETAINING WALLS (PLACED U NDER WATER) | | |
0130 502.25 20.000 LS | 15000.00000 15000.00| 17000.00000 17000.00| 13500.00000 13500.00
STRUCTURAL CONCRETE SUPERSTRUCTURE SLAB | | |
0140 502.31 14.000 LS | 5000.00000 5000.00| 6200.00000 6200.00| 5600.00000 5600.00
STRUCTURAL CONCRETE APPROACH SLABS | | |
0150 502.49 155.000 LS | 30000.00000 30000.00| 17000.00000 17000.00| 14000.00000 14000.00
STRUCTURAL CONCRETE CURBS AND SIDEWALKS | | |
0160 503.12 9500.000 KG | 1.00000 9500.00| 1.00000 9500.00| 2.00000 19000.00
REINFORCING STEEL, FABRICATED AND | | |
DELIVERED | | |
0170 503.13 9500.000 KG | 1.25000 11875.00| 0.50000 4750.00| 1.50000 14250.00
REINFORCING STEEL, PLACING | | |
0180 507.0811 105.000 LS | 34000.00000 34000.00| 35000.00000 35000.00| 40000.00000 40000.00
STEEL BRIDGE RAILING, 2 BAR | | |
0190 507.0812 2.000 EA | 2300.00000 4600.00| 2600.00000 5200.00| 2000.00000 4000.00
STEEL APPROACH RAILING : 2-BAR | | |
0200 508.13 220.000 LS | 5500.00000 5500.00| 5700.00000 5700.00| 6500.00000 6500.00
MEMBRANE WATERPROOFING | | |
0210 511.07 LUMP| 40000.00000 40000.00| 27000.00000 27000.00| 80000.00000 80000.00
COFFERDAM: ABUTMENT NO. 2 | | |
0220 512.081 10.000 LS | 1200.00000 1200.00| 1550.00000 1550.00| 1000.00000 1000.00
FRENCH DRAINS | | |
0230 514.06 1.000 EA | 750.00000 750.00| 700.00000 700.00| 1500.00000 1500.00
CURING BOX FOR CONCRETE CYLINDERS | | |
0240 515.21 190.000 LS | 750.00000 750.00| 1700.00000 1700.00| 2500.00000 2500.00
PROTECTIVE COATING FOR CONCRETE SURFACE | | |
0250 526.34 2.000 EA | 1900.00000 3800.00| 1480.00000 2960.00| 2500.00000 5000.00
PERMANENT CONCRETE TRANSITION BARRIER | | |
0260 535.60 51.000 LS | 100000.00000 100000.00| 101500.00000 101500.00| 101000.00000 101000.00
PRESTRESSED STRUCTURAL CONCRETE SLAB | | |
0270 606.17 4.000 M | 250.00000 1000.00| 97.00000 388.00| 250.00000 1000.00
GUARDRAIL TYPE 3B - SINGLE RAIL | | |
0280 606.1721 1.000 EA | 2300.00000 2300.00| 2475.00000 2475.00| 750.00000 750.00
BRIDGE TRANSITION - TYPE 1 | | |
0290 606.1722 2.000 EA | 1200.00000 2400.00| 1290.00000 2580.00| 750.00000 1500.00
BRIDGE TRANSITION - TYPE 2 | | |
LETTING DATE : 02/25/04 MAINE DEPARTMENT OF TRANSPORTATION DATE : 02/25/04
PAGE : 3
COUNTIE(S): YORK TABULATION OF BIDS
CONTRACT ID : 010153.56
=========
====================================================================================================================================
|( 1 ) 000164 |( 2 ) 000063 |( 3 ) 001198
|C P M CONSTRUCTORS |WYMAN & SIMPSON, INC. |BAYVIEW CONSTRUCTION, CORP.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0300 606.22 5.000 M | 120.00000 600.00| 130.00000 650.00| 400.00000 2000.00
GUARDRAIL TYPE 3B - OVER 4.5 M RADIUS | | |
0310 606.257 1.000 EA | 140.00000 140.00| 150.00000 150.00| 300.00000 300.00
TERMINAL CONNECTOR - THRIE BEAM | | |
0320 606.265 2.000 EA | 40.00000 80.00| 43.00000 86.00| 60.00000 120.00
TERMINAL END - SINGLE RAIL - GALVANIZED | | |
STEEL | | |
0330 606.35 5.000 EA | 34.00000 170.00| 37.00000 185.00| 30.00000 150.00
GUARDRAIL DELINEATOR POST | | |
0340 606.66 1.000 EA | 110.00000 110.00| 120.00000 120.00| 200.00000 200.00
TERMINAL END THRIE BEAM | | |
0350 606.71 4.000 M | 140.00000 560.00| 150.00000 600.00| 735.00000 2940.00
GUARDRAIL THRIE BEAM - 4.5 METER RADIUS | | |
AND LESS | | |
0360 606.76 1.000 EA | 1800.00000 1800.00| 1935.00000 1935.00| 2500.00000 2500.00
MODIFIED ECCENTRIC LOADER TERMINAL | | |
0370 610.08 20.000 M3 | 50.00000 1000.00| 59.00000 1180.00| 60.00000 1200.00
PLAIN RIPRAP | | |
0380 615.0701 5.000 M3 | 110.00000 550.00| 35.00000 175.00| 40.00000 200.00
LOAM - PLAN QUANTITY | | |
0390 618.1401 1.000 UN | 400.00000 400.00| 450.00000 450.00| 50.00000 50.00
SEEDING METHOD NUMBER 2 - PLAN QUANTITY | | |
0400 619.1201 1.000 UN | 375.00000 375.00| 425.00000 425.00| 50.00000 50.00
MULCH - PLAN QUANTITY | | |
0410 619.1401 5.000 M3 | 110.00000 550.00| 35.00000 175.00| 50.00000 250.00
EROSION CONTROL MIX | | |
0420 627.711 90.000 M | 9.00000 810.00| 9.70000 873.00| 12.00000 1080.00
WHITE OR YELLOW PAINTED PAVEMENT | | |
MARKING LINE (PLAN QUANTITY ) | | |
0430 629.05 50.000 HR | 23.00000 1150.00| 25.00000 1250.00| 25.00000 1250.00
HAND LABOR, STRAIGHT TIME | | |
0440 631.12 50.000 HR | 80.00000 4000.00| 75.00000 3750.00| 125.00000 6250.00
ALL PURPOSE EXCAVATOR (INCLUDING | | |
OPERATOR) | | |
0450 631.172 50.000 HR | 46.00000 2300.00| 32.00000 1600.00| 55.00000 2750.00
TRUCK - LARGE (INCLUDING OPERATOR) | | |
0460 631.36 10.000 HR | 32.00000 320.00| 40.00000 400.00| 50.00000 500.00
FOREPERSON | | |
0470 637.071 LUMP| 1000.00000 1000.00| 750.00000 750.00| 2500.00000 2500.00
DUST CONTROL | | |
0480 639.18 1.000 EA | 5000.00000 5000.00| 5000.00000 5000.00| 7500.00000 7500.00
FIELD OFFICE TYPE A | | |
LETTING DATE : 02/25/04 MAINE DEPARTMENT OF TRANSPORTATION DATE : 02/25/04
PAGE : 4
COUNTIE(S): YORK TABULATION OF BIDS
CONTRACT ID : 010153.56
=========
====================================================================================================================================
|( 1 ) 000164 |( 2 ) 000063 |( 3 ) 001198
|C P M CONSTRUCTORS |WYMAN & SIMPSON, INC. |BAYVIEW CONSTRUCTION, CORP.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0490 652.39 LUMP| 1000.00000 1000.00| 7500.00000 7500.00| 10000.00000 10000.00
WORK ZONE TRAFFIC CONTROL | | |
0500 656.75 LUMP| 1000.00000 1000.00| 4500.00000 4500.00| 20000.00000 20000.00
TEMPORARY SOIL EROSION AND WATER | | |
POLLUTION CONTROL | | |
0510 659.10 LUMP| 53000.00000 53000.00| 55000.00000 55000.00| 66000.00000 66000.00
MOBILIZATION | | |
SECTION TOTALS | $ 535,438.00| $ 543,910.00| $ 711,658.00
------------------------------------------+----------------------------+----------------------------+-------------------------------
CONTRACT TOTALS | $ 535,438.00| $ 543,910.00| $ 711,658.00
====================================================================================================================================
LETTING DATE : 02/25/04 MAINE DEPARTMENT OF TRANSPORTATION DATE : 02/25/04
PAGE : 5
COUNTIE(S): YORK TABULATION OF BIDS
CONTRACT ID : 010153.56
=========
====================================================================================================================================
|( 4 ) 001954 |( 5 ) 000416 |( )
|TECHNICAL CONSTRUCTION INC. |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 202.19 162.000 LS | 60000.00000 60000.00| 142000.00000 142000.00|
REMOVING EXISTING BRIDGE | | |
0020 203.20 285.000 M3 | 20.00000 5700.00| 13.00000 3705.00|
COMMON EXCAVATION | | |
0030 203.24 20.000 M3 | 15.00000 300.00| 35.00000 700.00|
COMMON BORROW | | |
0040 203.25 23.000 M3 | 50.00000 1150.00| 70.00000 1610.00|
GRANULAR BORROW | | |
0050 206.061 50.000 M3 | 33.00000 1650.00| 40.00000 2000.00|
STRUCTURAL EARTH EXCAVATION - DRAINAGE | | |
AND MINOR STRUCTURES, BELOW GRADE | | |
0060 206.082 430.000 M3 | 32.00000 13760.00| 33.00000 14190.00|
STRUCTURAL EARTH EXCAVATION - MAJOR | | |
STRUCTURES | | |
0070 304.10 300.000 M3 | 30.00000 9000.00| 30.00000 9000.00|
AGGREGATE SUBBASE COURSE - GRAVEL | | |
0080 403.210 77.000 MG | 270.00000 20790.00| 260.00000 20020.00|
HOT MIX ASPHALT 9.5 MM NOMINAL MAX SIZE | | |
0090 403.213 45.000 MG | 270.00000 12150.00| 260.00000 11700.00|
HOT MIX ASPHALT 12.5 MM, BASE | | |
0100 409.15 39.000 L | 7.00000 273.00| 6.60000 257.40|
BITUMINOUS TACK COAT APPLIED | | |
0110 502.219 31.000 LS | 85000.00000 85000.00| 80000.00000 80000.00|
STRUCTURAL CONCRETE, ABUTMENTS AND | | |
RETAINING WALLS | | |
0120 502.22 43.000 M3 | 300.00000 12900.00| 475.00000 20425.00|
STRUCTURAL CONCRETE, ABUTMENTS AND | | |
RETAINING WALLS (PLACED U NDER WATER) | | |
0130 502.25 20.000 LS | 17600.00000 17600.00| 18000.00000 18000.00|
STRUCTURAL CONCRETE SUPERSTRUCTURE SLAB | | |
0140 502.31 14.000 LS | 10700.00000 10700.00| 4750.00000 4750.00|
STRUCTURAL CONCRETE APPROACH SLABS | | |
0150 502.49 155.000 LS | 30000.00000 30000.00| 32250.00000 32250.00|
STRUCTURAL CONCRETE CURBS AND SIDEWALKS | | |
0160 503.12 9500.000 KG | 2.00000 19000.00| 1.25000 11875.00|
REINFORCING STEEL, FABRICATED AND | | |
DELIVERED | | |
0170 503.13 9500.000 KG | 2.00000 19000.00| 2.00000 19000.00|
REINFORCING STEEL, PLACING | | |
LETTING DATE : 02/25/04 MAINE DEPARTMENT OF TRANSPORTATION DATE : 02/25/04
PAGE : 6
COUNTIE(S): YORK TABULATION OF BIDS
CONTRACT ID : 010153.56
=========
====================================================================================================================================
|( 4 ) 001954 |( 5 ) 000416 |( )
|TECHNICAL CONSTRUCTION INC. |T BUCK CONSTRUCTION INC. |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0180 507.0811 105.000 LS | 47000.00000 47000.00| 45000.00000 45000.00|
STEEL BRIDGE RAILING, 2 BAR | | |
0190 507.0812 2.000 EA | 5100.00000 10200.00| 2500.00000 5000.00|
STEEL APPROACH RAILING : 2-BAR | | |
0200 508.13 220.000 LS | 7000.00000 7000.00| 7300.00000 7300.00|
MEMBRANE WATERPROOFING | | |
0210 511.07 LUMP| 65000.00000 65000.00| 60000.00000 60000.00|
COFFERDAM: ABUTMENT NO. 2 | | |
0220 512.081 10.000 LS | 1000.00000 1000.00| 2250.00000 2250.00|
FRENCH DRAINS | | |
0230 514.06 1.000 EA | 1000.00000 1000.00| 800.00000 800.00|
CURING BOX FOR CONCRETE CYLINDERS | | |
0240 515.21 190.000 LS | 1300.00000 1300.00| 800.00000 800.00|
PROTECTIVE COATING FOR CONCRETE SURFACE | | |
0250 526.34 2.000 EA | 1940.00000 3880.00| 1450.00000 2900.00|
PERMANENT CONCRETE TRANSITION BARRIER | | |
0260 535.60 51.000 LS | 160000.00000 160000.00| 131000.00000 131000.00|
PRESTRESSED STRUCTURAL CONCRETE SLAB | | |
0270 606.17 4.000 M | 91.00000 364.00| 90.00000 360.00|
GUARDRAIL TYPE 3B - SINGLE RAIL | | |
0280 606.1721 1.000 EA | 2300.00000 2300.00| 2300.00000 2300.00|
BRIDGE TRANSITION - TYPE 1 | | |
0290 606.1722 2.000 EA | 1200.00000 2400.00| 1200.00000 2400.00|
BRIDGE TRANSITION - TYPE 2 | | |
0300 606.22 5.000 M | 120.00000 600.00| 120.00000 600.00|
GUARDRAIL TYPE 3B - OVER 4.5 M RADIUS | | |
0310 606.257 1.000 EA | 140.00000 140.00| 140.00000 140.00|
TERMINAL CONNECTOR - THRIE BEAM | | |
0320 606.265 2.000 EA | 40.00000 80.00| 40.00000 80.00|
TERMINAL END - SINGLE RAIL - GALVANIZED | | |
STEEL | | |
0330 606.35 5.000 EA | 34.00000 170.00| 34.00000 170.00|
GUARDRAIL DELINEATOR POST | | |
0340 606.66 1.000 EA | 110.00000 110.00| 110.00000 110.00|
TERMINAL END THRIE BEAM | | |
0350 606.71 4.000 M | 140.00000 560.00| 140.00000 560.00|
GUARDRAIL THRIE BEAM - 4.5 METER RADIUS | | |
AND LESS | | |
0360 606.76 1.000 EA | 1820.00000 1820.00| 1800.00000 1800.00|
MODIFIED ECCENTRIC LOADER TERMINAL | | |
0370 610.08 20.000 M3 | 65.00000 1300.00| 110.00000 2200.00|
PLAIN RIPRAP | | |
LETTING DATE : 02/25/04 MAINE DEPARTMENT OF TRANSPORTATION DATE : 02/25/04
PAGE : 7
COUNTIE(S): YORK TABULATION OF BIDS
CONTRACT ID : 010153.56
=========
====================================================================================================================================
|( 4 ) 001954 |( 5 ) 000416 |( )
|TECHNICAL CONSTRUCTION INC. |T BUCK CONSTRUCTION INC. |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0380 615.0701 5.000 M3 | 60.00000 300.00| 150.00000 750.00|
LOAM - PLAN QUANTITY | | |
0390 618.1401 1.000 UN | 150.00000 150.00| 400.00000 400.00|
SEEDING METHOD NUMBER 2 - PLAN QUANTITY | | |
0400 619.1201 1.000 UN | 150.00000 150.00| 375.00000 375.00|
MULCH - PLAN QUANTITY | | |
0410 619.1401 5.000 M3 | 55.00000 275.00| 85.00000 425.00|
EROSION CONTROL MIX | | |
0420 627.711 90.000 M | 9.00000 810.00| 10.00000 900.00|
WHITE OR YELLOW PAINTED PAVEMENT | | |
MARKING LINE (PLAN QUANTITY ) | | |
0430 629.05 50.000 HR | 35.00000 1750.00| 35.00000 1750.00|
HAND LABOR, STRAIGHT TIME | | |
0440 631.12 50.000 HR | 100.00000 5000.00| 125.00000 6250.00|
ALL PURPOSE EXCAVATOR (INCLUDING | | |
OPERATOR) | | |
0450 631.172 50.000 HR | 55.00000 2750.00| 55.00000 2750.00|
TRUCK - LARGE (INCLUDING OPERATOR) | | |
0460 631.36 10.000 HR | 40.00000 400.00| 50.00000 500.00|
FOREPERSON | | |
0470 637.071 LUMP| 3500.00000 3500.00| 2800.00000 2800.00|
DUST CONTROL | | |
0480 639.18 1.000 EA | 9000.00000 9000.00| 8600.00000 8600.00|
FIELD OFFICE TYPE A | | |
0490 652.39 LUMP| 10000.00000 10000.00| 19250.00000 19250.00|
WORK ZONE TRAFFIC CONTROL | | |
0500 656.75 LUMP| 8000.00000 8000.00| 6500.00000 6500.00|
TEMPORARY SOIL EROSION AND WATER | | |
POLLUTION CONTROL | | |
0510 659.10 LUMP| 82000.00000 82000.00| 60567.29000 60567.29|
MOBILIZATION | | |
SECTION TOTALS | $ 749,282.00| $ 769,069.69| $ 0.00
------------------------------------------+----------------------------+----------------------------+-------------------------------
CONTRACT TOTALS | $ 749,282.00| $ 769,069.69| $
====================================================================================================================================