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LETTING DATE : 01/31/01 MAINE DEPARTMENT OF TRANSPORTATION DATE : 12/05/01
PAGE : 1
LOCATION : OLD TOWN TABULATION OF BIDS
CONTRACT ID : 007915.00
=========
COMPLETION DATE : 06/28/02
PROJECT(S): BH-7915(00)X COUNTIE(S) : PENOBSCOT MAINE STATE DEPTARTMENT OF TRANSPORTATION
A TRUE COPY : __________________________
TITLE : __________________________
CONTRACT DESCRIPTION : A SUPERSTRUCTURE REPLACEMENT ATTEST : _______________________________
NOTARY PUBLIC
--------------------------------------------------------------------------------------------------------------------------
TOTAL % OVER
RANK VENDOR NO./NAME BID LOW BID
--------------------------------------------------------------------------------------------------------------------------
1 000118 STETSON & WATSON, J. V. $ 1,036,443.00 100.0000%
2 000649 SARGENT & SARGENT, INC. $ 1,154,843.00 111.4237%
3 000164 C P M CONSTRUCTORS $ 1,178,283.55 113.6853%
4 000022 THE LANE CONSTRUCTION CORP. $ 1,296,388.55 125.0805%
5 000063 WYMAN & SIMPSON, INC. $ 1,372,968.00 132.4692%
6 000032 REED & REED, INC. $ 1,477,287.00 142.5343%
====================================================================================================================================
|( 1 ) 000118 |( 2 ) 000649 |( 3 ) 000164
|STETSON & WATSON, J. V. |SARGENT & SARGENT, INC. |C P M CONSTRUCTORS
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0001 BRIDGE ITEMS
| | |
0010 202.10 20.000 LS | 25000.00000 25000.00| 26000.00000 26000.00| 50000.00000 50000.00
REMOVING EXISTING SUPERSTRUCTURE | | |
(PROPERTY OF CONTRACTOR) | | |
0020 203.20 2700.000 M3 | 15.00000 40500.00| 14.00000 37800.00| 30.00000 81000.00
COMMON EXCAVATION | | |
0030 203.25 365.000 M3 | 15.00000 5475.00| 14.00000 5110.00| 25.00000 9125.00
GRANULAR BORROW | | |
0040 203.4232 1500.000 MG | 35.00000 52500.00| 70.00000 105000.00| 75.00000 112500.00
LIGHTWEIGHT FILL, TIRE SHREDS - TYPE A | | |
0050 203.424 LUMP| 25000.00000 25000.00| 2000.00000 2000.00| 40000.00000 40000.00
TIRE SHRED STORAGE | | |
0060 304.10 3000.000 M3 | 15.00000 45000.00| 18.00000 54000.00| 25.00000 75000.00
AGGREGATE SUBBASE COURSE - GRAVEL | | |
0070 403.208 1030.000 MG | 50.00000 51500.00| 48.50000 49955.00| 47.00000 48410.00
HOT MIX ASPHALT 12.5 MM NOMINAL MAX SIZ | | |
0080 403.211 100.000 MG | 50.00000 5000.00| 50.00000 5000.00| 75.00000 7500.00
HOT MIX ASPHALT (SHIM) | | |
0090 502.21 530.000 M3 | 625.00000 331250.00| 300.00000 159000.00| 350.00000 185500.00
STRUCTURAL CONCRETE, ABUTMENTS AND | | |
RETAINING WALLS | | |
LETTING DATE : 01/31/01 MAINE DEPARTMENT OF TRANSPORTATION DATE : 12/05/01
PAGE : 2
LOCATION : OLD TOWN TABULATION OF BIDS
CONTRACT ID : 007915.00
=========
====================================================================================================================================
|( 1 ) 000118 |( 2 ) 000649 |( 3 ) 000164
|STETSON & WATSON, J. V. |SARGENT & SARGENT, INC. |C P M CONSTRUCTORS
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0100 503.12 15000.000 KG | 0.75000 11250.00| 1.00000 15000.00| 0.50000 7500.00
REINFORCING STEEL, FABRICATED AND | | |
DELIVERED | | |
0110 503.13 15000.000 KG | 0.50000 7500.00| 1.00000 15000.00| 1.00000 15000.00
REINFORCING STEEL, PLACING | | |
0120 503.16 4700.000 KG | 3.00000 14100.00| 2.00000 9400.00| 1.40000 6580.00
WELDED STEEL WIRE FABRIC, COMPLETE IN | | |
PLACE | | |
0130 507.0923 1224.000 LS | 50000.00000 50000.00| 63500.00000 63500.00| 40000.00000 40000.00
ALUMINUM BRIDGE RAILING, 2 BAR - SALVAG | | |
0140 508.13 65.000 LS | 1500.00000 1500.00| 5000.00000 5000.00| 1000.00000 1000.00
MEMBRANE WATERPROOFING | | |
0150 514.06 1.000 EA | 600.00000 600.00| 1500.00000 1500.00| 750.00000 750.00
CURING BOX FOR CONCRETE CYLINDERS | | |
0160 515.21 1050.000 LS | 2500.00000 2500.00| 5000.00000 5000.00| 2000.00000 2000.00
PROTECTIVE COATING FOR CONCRETE SURFACE | | |
0170 526.301 2500.000 LS | 25000.00000 25000.00| 500.00000 500.00| 75000.00000 75000.00
TEMPORARY CONCRETE BARRIER TYPE I | | |
0180 528.01 60000.000 LS | 50000.00000 50000.00| 125000.00000 125000.00| 35000.00000 35000.00
STRUCTURAL TIMBER, FABRICATED AND | | |
DELIVERED | | |
0190 528.02 60000.000 LS | 25000.00000 25000.00| 50000.00000 50000.00| 50000.00000 50000.00
STRUCT TIMBER ERECTION | | |
0200 535.60 15.000 LS | 50000.00000 50000.00| 125000.00000 125000.00| 100000.00000 100000.00
PRESTRESSED STRUCTURAL CONCRETE SLAB | | |
0210 606.1722 4.000 EA | 600.00000 2400.00| 600.00000 2400.00| 600.00000 2400.00
BRIDGE TRANSITION - TYPE 2 | | |
0220 606.35 6.000 EA | 30.00000 180.00| 30.00000 180.00| 30.00000 180.00
GUARDRAIL DELINEATOR POST | | |
0230 606.55 115.000 M | 30.00000 3450.00| 30.00000 3450.00| 31.00000 3565.00
GUARDRAIL TYPE 3 - SINGLE RAIL | | |
0240 606.78 4.000 EA | 500.00000 2000.00| 500.00000 2000.00| 500.00000 2000.00
LOW VOLUME GUARDRAIL END - TYPE 3 | | |
0250 613.319 200.000 M2 | 3.00000 600.00| 5.00000 1000.00| 2.50000 500.00
TEMPORARY EROSION CONTROL BLANKET | | |
0260 615.07 94.000 M3 | 50.00000 4700.00| 30.00000 2820.00| 40.00000 3760.00
LOAM | | |
0270 618.141 19.000 UN | 25.00000 475.00| 40.00000 760.00| 25.00000 475.00
SEEDING METHOD NUMBER 3 | | |
0280 618.15 5.000 KG | 3.00000 15.00| 10.00000 50.00| 3.00000 15.00
TEMPORARY SEEDING | | |
LETTING DATE : 01/31/01 MAINE DEPARTMENT OF TRANSPORTATION DATE : 12/05/01
PAGE : 3
LOCATION : OLD TOWN TABULATION OF BIDS
CONTRACT ID : 007915.00
=========
====================================================================================================================================
|( 1 ) 000118 |( 2 ) 000649 |( 3 ) 000164
|STETSON & WATSON, J. V. |SARGENT & SARGENT, INC. |C P M CONSTRUCTORS
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0290 619.1201 19.000 UN | 25.00000 475.00| 39.00000 741.00| 10.00000 190.00
MULCH - PLAN QUANTITY | | |
0300 620.601 555.000 M2 | 50.00000 27750.00| 1.00000 555.00| 0.01000 5.55
GEOTEXTILE WRAP WALL | | |
0310 627.618 14.000 M | 1.00000 14.00| 3.00000 42.00| 16.50000 231.00
300 MM SOLID WHITE PAVEMENT MARKING LIN | | |
0320 627.72 1620.000 M | 0.50000 810.00| 2.00000 3240.00| 1.00000 1620.00
150 MM WHITE PAVEMENT MARKING LINE | | |
0330 627.74 1620.000 M | 0.50000 810.00| 2.00000 3240.00| 1.00000 1620.00
150 MM YELLOW PAVEMENT MARKING LINE | | |
0340 627.76 LUMP| 1600.00000 1600.00| 1000.00000 1000.00| 6000.00000 6000.00
TEMPORARY PAVEMENT MARKING LINE, WHITE | | |
OR YELLOW | | |
0350 627.77 4.000 M2 | 55.00000 220.00| 25.00000 100.00| 108.00000 432.00
REMOVING PAVEMENT MARKINGS | | |
0360 629.05 25.000 MH | 25.00000 625.00| 24.00000 600.00| 25.00000 625.00
HAND LABOR, STRAIGHT TIME | | |
0370 631.12 10.000 HR | 100.00000 1000.00| 90.00000 900.00| 85.00000 850.00
ALL PURPOSE EXCAVATOR (INCLUDING | | |
OPERATOR) | | |
0380 631.172 10.000 HR | 50.00000 500.00| 50.00000 500.00| 45.00000 450.00
TRUCK - LARGE (INCLUDING OPERATOR) | | |
0390 637.071 LUMP| 3000.00000 3000.00| 7500.00000 7500.00| 20000.00000 20000.00
DUST CONTROL | | |
0400 639.18 1.000 EA | 5000.00000 5000.00| 15000.00000 15000.00| 8000.00000 8000.00
FIELD OFFICE TYPE A | | |
0410 643.72 LUMP| 25000.00000 25000.00| 40000.00000 40000.00| 39000.00000 39000.00
TEMPORARY TRAFFIC SIGNAL | | |
0420 652.37 1.000 GP | 2500.00000 2500.00| 4000.00000 4000.00| 3500.00000 3500.00
WARNING LIGHTS | | |
0430 652.39 LUMP| 25000.00000 25000.00| 75000.00000 75000.00| 20000.00000 20000.00
WORK ZONE TRAFFIC CONTROL | | |
0440 656.75 LUMP| 5000.00000 5000.00| 15000.00000 15000.00| 10000.00000 10000.00
TEMPORARY SOIL EROSION AND WATER | | |
POLLUTION CONTROL | | |
0450 659.10 LUMP| 103644.00000 103644.00| 115000.00000 115000.00| 110000.00000 110000.00
MOBILIZATION | | |
0460 660.21 1000.000 MH | 1.00000 1000.00| 1.00000 1000.00| 1.00000 1000.00
ON-THE-JOB TRAINING (BID) | | |
SECTION TOTALS | $ 1,036,443.00| $ 1,154,843.00| $ 1,178,283.55
------------------------------------------+----------------------------+----------------------------+-------------------------------
CONTRACT TOTALS | $ 1,036,443.00| $ 1,154,843.00| $ 1,178,283.55
====================================================================================================================================
LETTING DATE : 01/31/01 MAINE DEPARTMENT OF TRANSPORTATION DATE : 12/05/01
PAGE : 4
LOCATION : OLD TOWN TABULATION OF BIDS
CONTRACT ID : 007915.00
=========
====================================================================================================================================
|( 4 ) 000022 |( 5 ) 000063 |( 6 ) 000032
|THE LANE CONSTRUCTION CORP. |WYMAN & SIMPSON, INC. |REED & REED INC.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0001 BRIDGE ITEMS
| | |
0010 202.10 20.000 LS | 20000.00000 20000.00| 15000.00000 15000.00| 20000.00000 20000.00
REMOVING EXISTING SUPERSTRUCTURE | | |
(PROPERTY OF CONTRACTOR) | | |
0020 203.20 2700.000 M3 | 14.00000 37800.00| 15.00000 40500.00| 16.00000 43200.00
COMMON EXCAVATION | | |
0030 203.25 365.000 M3 | 14.00000 5110.00| 18.00000 6570.00| 25.00000 9125.00
GRANULAR BORROW | | |
0040 203.4232 1500.000 MG | 70.00000 105000.00| 57.00000 85500.00| 80.00000 120000.00
LIGHTWEIGHT FILL, TIRE SHREDS - TYPE A | | |
0050 203.424 LUMP| 30000.00000 30000.00| 25000.00000 25000.00| 25000.00000 25000.00
TIRE SHRED STORAGE | | |
0060 304.10 3000.000 M3 | 18.00000 54000.00| 24.40000 73200.00| 25.00000 75000.00
AGGREGATE SUBBASE COURSE - GRAVEL | | |
0070 403.208 1030.000 MG | 48.50000 49955.00| 50.00000 51500.00| 45.00000 46350.00
HOT MIX ASPHALT 12.5 MM NOMINAL MAX SIZ | | |
0080 403.211 100.000 MG | 50.00000 5000.00| 81.00000 8100.00| 75.00000 7500.00
HOT MIX ASPHALT (SHIM) | | |
0090 502.21 530.000 M3 | 830.00000 439900.00| 555.00000 294150.00| 750.00000 397500.00
STRUCTURAL CONCRETE, ABUTMENTS AND | | |
RETAINING WALLS | | |
0100 503.12 15000.000 KG | 0.75000 11250.00| 1.00000 15000.00| 0.75000 11250.00
REINFORCING STEEL, FABRICATED AND | | |
DELIVERED | | |
0110 503.13 15000.000 KG | 0.70000 10500.00| 0.50000 7500.00| 0.85000 12750.00
REINFORCING STEEL, PLACING | | |
0120 503.16 4700.000 KG | 1.35000 6345.00| 2.35000 11045.00| 2.50000 11750.00
WELDED STEEL WIRE FABRIC, COMPLETE IN | | |
PLACE | | |
0130 507.0923 1224.000 LS | 40000.00000 40000.00| 101500.00000 101500.00| 75000.00000 75000.00
ALUMINUM BRIDGE RAILING, 2 BAR - SALVAG | | |
0140 508.13 65.000 LS | 7500.00000 7500.00| 1300.00000 1300.00| 2500.00000 2500.00
MEMBRANE WATERPROOFING | | |
0150 514.06 1.000 EA | 400.00000 400.00| 1000.00000 1000.00| 1500.00000 1500.00
CURING BOX FOR CONCRETE CYLINDERS | | |
0160 515.21 1050.000 LS | 3500.00000 3500.00| 6000.00000 6000.00| 5000.00000 5000.00
PROTECTIVE COATING FOR CONCRETE SURFACE | | |
0170 526.301 2500.000 LS | 35000.00000 35000.00| 80000.00000 80000.00| 100000.00000 100000.00
TEMPORARY CONCRETE BARRIER TYPE I | | |
0180 528.01 60000.000 LS | 45000.00000 45000.00| 105500.00000 105500.00| 45000.00000 45000.00
STRUCTURAL TIMBER, FABRICATED AND | | |
DELIVERED | | |
LETTING DATE : 01/31/01 MAINE DEPARTMENT OF TRANSPORTATION DATE : 12/05/01
PAGE : 5
LOCATION : OLD TOWN TABULATION OF BIDS
CONTRACT ID : 007915.00
=========
====================================================================================================================================
|( 4 ) 000022 |( 5 ) 000063 |( 6 ) 000032
|THE LANE CONSTRUCTION CORP. |WYMAN & SIMPSON, INC. |REED & REED INC.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0190 528.02 60000.000 LS | 18000.00000 18000.00| 50000.00000 50000.00| 50000.00000 50000.00
STRUCT TIMBER ERECTION | | |
0200 535.60 15.000 LS | 40000.00000 40000.00| 35000.00000 35000.00| 35000.00000 35000.00
PRESTRESSED STRUCTURAL CONCRETE SLAB | | |
0210 606.1722 4.000 EA | 600.00000 2400.00| 645.00000 2580.00| 3500.00000 14000.00
BRIDGE TRANSITION - TYPE 2 | | |
0220 606.35 6.000 EA | 30.00000 180.00| 32.00000 192.00| 30.00000 180.00
GUARDRAIL DELINEATOR POST | | |
0230 606.55 115.000 M | 30.22000 3475.30| 33.00000 3795.00| 30.00000 3450.00
GUARDRAIL TYPE 3 - SINGLE RAIL | | |
0240 606.78 4.000 EA | 500.00000 2000.00| 540.00000 2160.00| 500.00000 2000.00
LOW VOLUME GUARDRAIL END - TYPE 3 | | |
0250 613.319 200.000 M2 | 3.00000 600.00| 5.40000 1080.00| 5.00000 1000.00
TEMPORARY EROSION CONTROL BLANKET | | |
0260 615.07 94.000 M3 | 30.00000 2820.00| 33.00000 3102.00| 25.00000 2350.00
LOAM | | |
0270 618.141 19.000 UN | 25.00000 475.00| 28.00000 532.00| 40.00000 760.00
SEEDING METHOD NUMBER 3 | | |
0280 618.15 5.000 KG | 3.00000 15.00| 5.00000 25.00| 9.00000 45.00
TEMPORARY SEEDING | | |
0290 619.1201 19.000 UN | 9.75000 185.25| 15.00000 285.00| 40.00000 760.00
MULCH - PLAN QUANTITY | | |
0300 620.601 555.000 M2 | 100.00000 55500.00| 132.00000 73260.00| 120.00000 66600.00
GEOTEXTILE WRAP WALL | | |
0310 627.618 14.000 M | 2.00000 28.00| 18.00000 252.00| 17.00000 238.00
300 MM SOLID WHITE PAVEMENT MARKING LIN | | |
0320 627.72 1620.000 M | 0.50000 810.00| 0.90000 1458.00| 0.85000 1377.00
150 MM WHITE PAVEMENT MARKING LINE | | |
0330 627.74 1620.000 M | 0.50000 810.00| 0.90000 1458.00| 0.85000 1377.00
150 MM YELLOW PAVEMENT MARKING LINE | | |
0340 627.76 LUMP| 4000.00000 4000.00| 6500.00000 6500.00| 6000.00000 6000.00
TEMPORARY PAVEMENT MARKING LINE, WHITE | | |
OR YELLOW | | |
0350 627.77 4.000 M2 | 95.00000 380.00| 116.00000 464.00| 110.00000 440.00
REMOVING PAVEMENT MARKINGS | | |
0360 629.05 25.000 MH | 24.00000 600.00| 22.00000 550.00| 25.00000 625.00
HAND LABOR, STRAIGHT TIME | | |
0370 631.12 10.000 HR | 90.00000 900.00| 85.00000 850.00| 75.00000 750.00
ALL PURPOSE EXCAVATOR (INCLUDING | | |
OPERATOR) | | |
0380 631.172 10.000 HR | 45.00000 450.00| 36.00000 360.00| 40.00000 400.00
TRUCK - LARGE (INCLUDING OPERATOR) | | |
LETTING DATE : 01/31/01 MAINE DEPARTMENT OF TRANSPORTATION DATE : 12/05/01
PAGE : 6
LOCATION : OLD TOWN TABULATION OF BIDS
CONTRACT ID : 007915.00
=========
====================================================================================================================================
|( 4 ) 000022 |( 5 ) 000063 |( 6 ) 000032
|THE LANE CONSTRUCTION CORP. |WYMAN & SIMPSON, INC. |REED & REED INC.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0390 637.071 LUMP| 10000.00000 10000.00| 15000.00000 15000.00| 15000.00000 15000.00
DUST CONTROL | | |
0400 639.18 1.000 EA | 6000.00000 6000.00| 5000.00000 5000.00| 8500.00000 8500.00
FIELD OFFICE TYPE A | | |
0410 643.72 LUMP| 45000.00000 45000.00| 42000.00000 42000.00| 40000.00000 40000.00
TEMPORARY TRAFFIC SIGNAL | | |
0420 652.37 1.000 GP | 4500.00000 4500.00| 3200.00000 3200.00| 3000.00000 3000.00
WARNING LIGHTS | | |
0430 652.39 LUMP| 80000.00000 80000.00| 50000.00000 50000.00| 55000.00000 55000.00
WORK ZONE TRAFFIC CONTROL | | |
0440 656.75 LUMP| 35000.00000 35000.00| 13500.00000 13500.00| 20000.00000 20000.00
TEMPORARY SOIL EROSION AND WATER | | |
POLLUTION CONTROL | | |
0450 659.10 LUMP| 75000.00000 75000.00| 130000.00000 130000.00| 140000.00000 140000.00
MOBILIZATION | | |
0460 660.21 1000.000 MH | 1.00000 1000.00| 2.00000 2000.00| 0.01000 10.00
ON-THE-JOB TRAINING (BID) | | |
SECTION TOTALS | $ 1,296,388.55| $ 1,372,968.00| $ 1,477,287.00
------------------------------------------+----------------------------+----------------------------+-------------------------------
CONTRACT TOTALS | $ 1,296,388.55| $ 1,372,968.00| $ 1,477,287.00
====================================================================================================================================