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LETTING DATE : 03/29/00 MAINE DEPARTMENT OF TRANSPORTATION DATE : 12/04/01
PAGE : 1
LOCATION : SANFORD TABULATION OF BIDS
CONTRACT ID : 007582.00
=========
COMPLETION DATE : 11/01/00
PROJECT(S): BH-7582(00)X COUNTIE(S) : YORK MAINE STATE DEPTARTMENT OF TRANSPORTATION
A TRUE COPY : __________________________
TITLE : __________________________
CONTRACT DESCRIPTION : BRIDGE REHABILITATION ATTEST : _______________________________
NOTARY PUBLIC
--------------------------------------------------------------------------------------------------------------------------
TOTAL % OVER
RANK VENDOR NO./NAME BID LOW BID
--------------------------------------------------------------------------------------------------------------------------
1 000063 WYMAN & SIMPSON, INC. $ 404,662.00 100.0000%
2 000164 C P M CONSTRUCTORS $ 496,432.00 122.6782%
3 001175 KEELEY CONSTRUCTION, CO., INC. $ 567,662.00 140.2805%
4 001198 BAYVIEW CONSTRUCTION, CROPORATION. $ 584,164.00 144.3585%
====================================================================================================================================
|( 1 ) 000063 |( 2 ) 000164 |( 3 ) 001175
|WYMAN & SIMPSON, INC. |C P M CONSTRUCTORS |KEELEY CONSTR., CO., INC.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0001 BRIDGE ITEMS
| | |
0010 107.27 LUMP| 5000.00000 5000.00| 1500.00000 1500.00| 7000.00000 7000.00
TEMPORARY SOIL EROSION AND WATER | | |
POLLUTION CONTROL | | |
0020 202.19 110.000 LS | 60000.00000 60000.00| 75000.00000 75000.00| 95000.00000 95000.00
REMOVING EXISTING BRIDGE | | |
0030 203.20 490.000 M3 | 8.00000 3920.00| 27.00000 13230.00| 18.00000 8820.00
COMMON EXCAVATION | | |
0040 203.25 40.000 M3 | 20.00000 800.00| 40.00000 1600.00| 30.00000 1200.00
GRANULAR BORROW | | |
0050 206.082 45.000 M3 | 25.00000 1125.00| 35.00000 1575.00| 50.00000 2250.00
STRUCTURAL EARTH EXCAVATION - MAJOR | | |
STRUCTURES | | |
0060 304.10 415.000 M3 | 18.00000 7470.00| 27.00000 11205.00| 25.00000 10375.00
AGGREGATE SUBBASE COURSE - GRAVEL | | |
0070 403.207 190.000 MG | 95.00000 18050.00| 70.00000 13300.00| 80.00000 15200.00
HOT MIX ASPHALT 19.0 MM NOMINAL MAX SIZ | | |
0080 403.208 70.000 MG | 91.00000 6370.00| 78.00000 5460.00| 90.00000 6300.00
HOT MIX ASPHALT 12.5 MM NOMINAL MAX SIZ | | |
0090 403.210 15.000 MG | 162.00000 2430.00| 151.00000 2265.00| 200.00000 3000.00
HOT MIX ASPHALT 9.5 MM NOMINAL MAX SIZE | | |
0100 403.211 10.000 MG | 162.00000 1620.00| 151.00000 1510.00| 200.00000 2000.00
HOT MIX ASPHALT (SHIM) | | |
LETTING DATE : 03/29/00 MAINE DEPARTMENT OF TRANSPORTATION DATE : 12/04/01
PAGE : 2
LOCATION : SANFORD TABULATION OF BIDS
CONTRACT ID : 007582.00
=========
====================================================================================================================================
|( 1 ) 000063 |( 2 ) 000164 |( 3 ) 001175
|WYMAN & SIMPSON, INC. |C P M CONSTRUCTORS |KEELEY CONSTR., CO., INC.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0110 409.15 5.000 L | 45.00000 225.00| 40.00000 200.00| 50.00000 250.00
BITUMINOUS TACK COAT APPLIED | | |
0120 502.21 33.000 M3 | 800.00000 26400.00| 1100.00000 36300.00| 800.00000 26400.00
STRUCTURAL CONCRETE, ABUTMENTS AND | | |
RETAINING WALLS | | |
0130 502.25 10.000 LS | 11600.00000 11600.00| 20000.00000 20000.00| 7500.00000 7500.00
STRUCTURAL CONCRETE SUPERSTRUCTURE SLAB | | |
0140 502.49 50.000 LS | 27200.00000 27200.00| 30000.00000 30000.00| 55000.00000 55000.00
STRUCTURAL CONCRETE CURBS AND SIDEWALKS | | |
0150 503.12 4000.000 KG | 1.00000 4000.00| 1.00000 4000.00| 1.00000 4000.00
REINFORCING STEEL, FABRICATED AND | | |
DELIVERED | | |
0160 503.13 4000.000 KG | 0.50000 2000.00| 1.75000 7000.00| 1.00000 4000.00
REINFORCING STEEL, PLACING | | |
0170 508.13 145.000 LS | 2000.00000 2000.00| 2200.00000 2200.00| 3000.00000 3000.00
MEMBRANE WATERPROOFING | | |
0180 510.11 LUMP| 15000.00000 15000.00| 25000.00000 25000.00| 40000.00000 40000.00
SPECIAL DETOUR, PEDESTRIAN TRAFFIC ONLY | | |
0190 511.07 LUMP| 2000.00000 2000.00| 5000.00000 5000.00| 25000.00000 25000.00
COFFERDAM: NO.1 | | |
0200 511.07 LUMP| 2000.00000 2000.00| 5000.00000 5000.00| 25000.00000 25000.00
COFFERDAM: NO.2 | | |
0210 514.06 1.000 EA | 700.00000 700.00| 750.00000 750.00| 1500.00000 1500.00
CURING BOX FOR CONCRETE CYLINDERS | | |
0220 515.21 410.000 LS | 2500.00000 2500.00| 1500.00000 1500.00| 3000.00000 3000.00
PROTECTIVE COATING FOR CONCRETE SURFACE | | |
0230 525.26 8.000 M2 | 200.00000 1600.00| 450.00000 3600.00| 400.00000 3200.00
REPOINTING GRANITE MASONRY | | |
0240 526.301 40.000 LS | 1500.00000 1500.00| 2500.00000 2500.00| 4000.00000 4000.00
TEMPORARY CONCRETE BARRIER TYPE I | | |
0250 526.323 60.000 LS | 40000.00000 40000.00| 40000.00000 40000.00| 25000.00000 25000.00
TEXAS CLASSIC RAIL | | |
0260 535.60 43.000 LS | 84200.00000 84200.00| 100000.00000 100000.00| 90000.00000 90000.00
PRESTRESSED STRUCTURAL CONCRETE SLAB | | |
0270 604.18 2.000 EA | 360.00000 720.00| 400.00000 800.00| 1000.00000 2000.00
ADJUSTING MANHOLE OR CATCH BASIN TO | | |
GRADE | | |
0280 606.1721 2.000 EA | 1075.00000 2150.00| 1000.00000 2000.00| 1500.00000 3000.00
BRIDGE TRANSITION - TYPE 1 | | |
0290 606.265 2.000 EA | 55.00000 110.00| 50.00000 100.00| 70.00000 140.00
TERMINAL END - SINGLE RAIL - GALVANIZED | | |
STEEL | | |
LETTING DATE : 03/29/00 MAINE DEPARTMENT OF TRANSPORTATION DATE : 12/04/01
PAGE : 3
LOCATION : SANFORD TABULATION OF BIDS
CONTRACT ID : 007582.00
=========
====================================================================================================================================
|( 1 ) 000063 |( 2 ) 000164 |( 3 ) 001175
|WYMAN & SIMPSON, INC. |C P M CONSTRUCTORS |KEELEY CONSTR., CO., INC.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0300 606.35 3.000 EA | 32.00000 96.00| 30.00000 90.00| 50.00000 150.00
GUARDRAIL DELINEATOR POST | | |
0310 606.55 4.000 M | 250.00000 1000.00| 232.00000 928.00| 250.00000 1000.00
GUARDRAIL TYPE 3 - SINGLE RAIL | | |
0320 606.60 10.000 M | 250.00000 2500.00| 232.00000 2320.00| 250.00000 2500.00
GUARDRAIL TYPE 3 - OVER 4.5 METER RADIU | | |
0330 607.16 6.000 M | 125.00000 750.00| 114.00000 684.00| 120.00000 720.00
CHAIN LINK FENCE - 1.2 METER | | |
0340 608.08 120.000 M2 | 54.00000 6480.00| 65.00000 7800.00| 40.00000 4800.00
REINFORCED CONCRETE SIDEWALK | | |
0350 609.11 5.000 M | 160.00000 800.00| 110.00000 550.00| 75.00000 375.00
VERTICAL CURB TYPE 1 | | |
0360 609.38 51.000 M | 50.00000 2550.00| 70.00000 3570.00| 40.00000 2040.00
RESET CURB TYPE 1 | | |
0370 615.07 5.000 M3 | 30.00000 150.00| 60.00000 300.00| 45.00000 225.00
LOAM | | |
0380 617.30 1.000 M3 | 200.00000 200.00| 70.00000 70.00| 400.00000 400.00
COMPOSTED BARK MIX | | |
0390 618.14 1.000 UN | 190.00000 190.00| 200.00000 200.00| 200.00000 200.00
SEEDING METHOD NUMBER 2 | | |
0400 618.25 1.000 M3 | 110.00000 110.00| 100.00000 100.00| 400.00000 400.00
APPLIED WATER | | |
0410 619.12 1.000 UN | 160.00000 160.00| 200.00000 200.00| 200.00000 200.00
MULCH | | |
0420 621.202 1.000 EA | 400.00000 400.00| 400.00000 400.00| 495.00000 495.00
MEDIUM DECIDUOUS TREE (50 MM - 65 MM | | |
CALIPER) GROUP B | | |
0430 621.54 5.000 EA | 60.00000 300.00| 55.00000 275.00| 75.00000 375.00
DECIDUOUS SHRUBS (450 MM - 600 MM) | | |
GROUP A | | |
0440 627.18 14.000 M | 22.00000 308.00| 20.00000 280.00| 22.00000 308.00
300 MM SOLID WHITE PAVEMENT MARK LINE | | |
0450 627.71 130.000 M | 3.60000 468.00| 3.00000 390.00| 4.00000 520.00
100 MM WHITE PAVEMENT MARKING LINE | | |
0460 627.72 30.000 M | 3.60000 108.00| 3.00000 90.00| 4.00000 120.00
150 MM WHITE PAVEMENT MARKING LINE | | |
0470 627.73 44.000 M | 5.50000 242.00| 5.00000 220.00| 6.00000 264.00
100 MM YELLOW PAVEMENT MARKING LINE | | |
0480 629.05 20.000 MH | 22.00000 440.00| 50.00000 1000.00| 30.00000 600.00
HAND LABOR, STRAIGHT TIME | | |
0490 631.11 20.000 HR | 32.00000 640.00| 60.00000 1200.00| 100.00000 2000.00
AIR TOOL (INCLUDING OPERATOR) | | |
LETTING DATE : 03/29/00 MAINE DEPARTMENT OF TRANSPORTATION DATE : 12/04/01
PAGE : 4
LOCATION : SANFORD TABULATION OF BIDS
CONTRACT ID : 007582.00
=========
====================================================================================================================================
|( 1 ) 000063 |( 2 ) 000164 |( 3 ) 001175
|WYMAN & SIMPSON, INC. |C P M CONSTRUCTORS |KEELEY CONSTR., CO., INC.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0500 631.12 20.000 HR | 85.00000 1700.00| 85.00000 1700.00| 125.00000 2500.00
ALL PURPOSE EXCAVATOR (INCLUDING | | |
OPERATOR) | | |
0510 631.36 8.000 MH | 35.00000 280.00| 75.00000 600.00| 45.00000 360.00
FOREMAN | | |
0520 652.31 10.000 EA | 50.00000 500.00| 50.00000 500.00| 60.00000 600.00
TYPE I BARRICADE | | |
0530 652.312 6.000 EA | 150.00000 900.00| 150.00000 900.00| 300.00000 1800.00
TYPE III BARRICADE | | |
0540 652.33 10.000 EA | 35.00000 350.00| 52.00000 520.00| 50.00000 500.00
DRUM | | |
0550 652.34 10.000 EA | 20.00000 200.00| 20.00000 200.00| 20.00000 200.00
CONE | | |
0560 652.35 75.000 M2 | 82.00000 6150.00| 100.00000 7500.00| 125.00000 9375.00
CONSTRUCTION SIGNS | | |
0570 652.361 180.000 LS | 2500.00000 2500.00| 750.00000 750.00| 10000.00000 10000.00
MAINTENANCE OF TRAFFIC CONTROL DEVICES | | |
0580 652.38 100.000 MH | 15.00000 1500.00| 15.00000 1500.00| 15.00000 1500.00
FLAGGER | | |
0590 659.10 LUMP| 40000.00000 40000.00| 49000.00000 49000.00| 50000.00000 50000.00
MOBILIZATION | | |
SECTION TOTALS | $ 404,662.00| $ 496,432.00| $ 567,662.00
------------------------------------------+----------------------------+----------------------------+-------------------------------
CONTRACT TOTALS | $ 404,662.00| $ 496,432.00| $ 567,662.00
====================================================================================================================================
LETTING DATE : 03/29/00 MAINE DEPARTMENT OF TRANSPORTATION DATE : 12/04/01
PAGE : 5
LOCATION : SANFORD TABULATION OF BIDS
CONTRACT ID : 007582.00
=========
====================================================================================================================================
|( 4 ) 001198 |( ) |( )
|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 107.27 LUMP| 9500.00000 9500.00| |
TEMPORARY SOIL EROSION AND WATER | | |
POLLUTION CONTROL | | |
0020 202.19 110.000 LS | 81500.00000 81500.00| |
REMOVING EXISTING BRIDGE | | |
0030 203.20 490.000 M3 | 20.00000 9800.00| |
COMMON EXCAVATION | | |
0040 203.25 40.000 M3 | 22.00000 880.00| |
GRANULAR BORROW | | |
0050 206.082 45.000 M3 | 18.00000 810.00| |
STRUCTURAL EARTH EXCAVATION - MAJOR | | |
STRUCTURES | | |
0060 304.10 415.000 M3 | 24.00000 9960.00| |
AGGREGATE SUBBASE COURSE - GRAVEL | | |
0070 403.207 190.000 MG | 70.00000 13300.00| |
HOT MIX ASPHALT 19.0 MM NOMINAL MAX SIZ | | |
0080 403.208 70.000 MG | 80.00000 5600.00| |
HOT MIX ASPHALT 12.5 MM NOMINAL MAX SIZ | | |
0090 403.210 15.000 MG | 160.00000 2400.00| |
HOT MIX ASPHALT 9.5 MM NOMINAL MAX SIZE | | |
0100 403.211 10.000 MG | 160.00000 1600.00| |
HOT MIX ASPHALT (SHIM) | | |
0110 409.15 5.000 L | 50.00000 250.00| |
BITUMINOUS TACK COAT APPLIED | | |
0120 502.21 33.000 M3 | 915.00000 30195.00| |
STRUCTURAL CONCRETE, ABUTMENTS AND | | |
RETAINING WALLS | | |
0130 502.25 10.000 LS | 7500.00000 7500.00| |
STRUCTURAL CONCRETE SUPERSTRUCTURE SLAB | | |
0140 502.49 50.000 LS | 27000.00000 27000.00| |
STRUCTURAL CONCRETE CURBS AND SIDEWALKS | | |
0150 503.12 4000.000 KG | 0.65000 2600.00| |
REINFORCING STEEL, FABRICATED AND | | |
DELIVERED | | |
0160 503.13 4000.000 KG | 0.80000 3200.00| |
REINFORCING STEEL, PLACING | | |
0170 508.13 145.000 LS | 3520.00000 3520.00| |
MEMBRANE WATERPROOFING | | |
0180 510.11 LUMP| 81000.00000 81000.00| |
SPECIAL DETOUR, PEDESTRIAN TRAFFIC ONLY | | |
LETTING DATE : 03/29/00 MAINE DEPARTMENT OF TRANSPORTATION DATE : 12/04/01
PAGE : 6
LOCATION : SANFORD TABULATION OF BIDS
CONTRACT ID : 007582.00
=========
====================================================================================================================================
|( 4 ) 001198 |( ) |( )
|BAYVIEW CONSTRUCTION, CORP. | |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0190 511.07 LUMP| 2200.00000 2200.00| |
COFFERDAM: NO.1 | | |
0200 511.07 LUMP| 2200.00000 2200.00| |
COFFERDAM: NO.2 | | |
0210 514.06 1.000 EA | 2500.00000 2500.00| |
CURING BOX FOR CONCRETE CYLINDERS | | |
0220 515.21 410.000 LS | 2500.00000 2500.00| |
PROTECTIVE COATING FOR CONCRETE SURFACE | | |
0230 525.26 8.000 M2 | 2000.00000 16000.00| |
REPOINTING GRANITE MASONRY | | |
0240 526.301 40.000 LS | 1500.00000 1500.00| |
TEMPORARY CONCRETE BARRIER TYPE I | | |
0250 526.323 60.000 LS | 50000.00000 50000.00| |
TEXAS CLASSIC RAIL | | |
0260 535.60 43.000 LS | 121500.00000 121500.00| |
PRESTRESSED STRUCTURAL CONCRETE SLAB | | |
0270 604.18 2.000 EA | 300.00000 600.00| |
ADJUSTING MANHOLE OR CATCH BASIN TO | | |
GRADE | | |
0280 606.1721 2.000 EA | 1500.00000 3000.00| |
BRIDGE TRANSITION - TYPE 1 | | |
0290 606.265 2.000 EA | 30.00000 60.00| |
TERMINAL END - SINGLE RAIL - GALVANIZED | | |
STEEL | | |
0300 606.35 3.000 EA | 25.00000 75.00| |
GUARDRAIL DELINEATOR POST | | |
0310 606.55 4.000 M | 75.00000 300.00| |
GUARDRAIL TYPE 3 - SINGLE RAIL | | |
0320 606.60 10.000 M | 75.00000 750.00| |
GUARDRAIL TYPE 3 - OVER 4.5 METER RADIU | | |
0330 607.16 6.000 M | 165.00000 990.00| |
CHAIN LINK FENCE - 1.2 METER | | |
0340 608.08 120.000 M2 | 40.00000 4800.00| |
REINFORCED CONCRETE SIDEWALK | | |
0350 609.11 5.000 M | 45.00000 225.00| |
VERTICAL CURB TYPE 1 | | |
0360 609.38 51.000 M | 30.00000 1530.00| |
RESET CURB TYPE 1 | | |
0370 615.07 5.000 M3 | 45.00000 225.00| |
LOAM | | |
0380 617.30 1.000 M3 | 125.00000 125.00| |
COMPOSTED BARK MIX | | |
LETTING DATE : 03/29/00 MAINE DEPARTMENT OF TRANSPORTATION DATE : 12/04/01
PAGE : 7
LOCATION : SANFORD TABULATION OF BIDS
CONTRACT ID : 007582.00
=========
====================================================================================================================================
|( 4 ) 001198 |( ) |( )
|BAYVIEW CONSTRUCTION, CORP. | |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0390 618.14 1.000 UN | 500.00000 500.00| |
SEEDING METHOD NUMBER 2 | | |
0400 618.25 1.000 M3 | 55.00000 55.00| |
APPLIED WATER | | |
0410 619.12 1.000 UN | 110.00000 110.00| |
MULCH | | |
0420 621.202 1.000 EA | 525.00000 525.00| |
MEDIUM DECIDUOUS TREE (50 MM - 65 MM | | |
CALIPER) GROUP B | | |
0430 621.54 5.000 EA | 85.00000 425.00| |
DECIDUOUS SHRUBS (450 MM - 600 MM) | | |
GROUP A | | |
0440 627.18 14.000 M | 25.00000 350.00| |
300 MM SOLID WHITE PAVEMENT MARK LINE | | |
0450 627.71 130.000 M | 4.00000 520.00| |
100 MM WHITE PAVEMENT MARKING LINE | | |
0460 627.72 30.000 M | 4.00000 120.00| |
150 MM WHITE PAVEMENT MARKING LINE | | |
0470 627.73 44.000 M | 6.00000 264.00| |
100 MM YELLOW PAVEMENT MARKING LINE | | |
0480 629.05 20.000 MH | 25.00000 500.00| |
HAND LABOR, STRAIGHT TIME | | |
0490 631.11 20.000 HR | 50.00000 1000.00| |
AIR TOOL (INCLUDING OPERATOR) | | |
0500 631.12 20.000 HR | 125.00000 2500.00| |
ALL PURPOSE EXCAVATOR (INCLUDING | | |
OPERATOR) | | |
0510 631.36 8.000 MH | 50.00000 400.00| |
FOREMAN | | |
0520 652.31 10.000 EA | 90.00000 900.00| |
TYPE I BARRICADE | | |
0530 652.312 6.000 EA | 275.00000 1650.00| |
TYPE III BARRICADE | | |
0540 652.33 10.000 EA | 85.00000 850.00| |
DRUM | | |
0550 652.34 10.000 EA | 25.00000 250.00| |
CONE | | |
0560 652.35 75.000 M2 | 30.00000 2250.00| |
CONSTRUCTION SIGNS | | |
0570 652.361 180.000 LS | 10000.00000 10000.00| |
MAINTENANCE OF TRAFFIC CONTROL DEVICES | | |
LETTING DATE : 03/29/00 MAINE DEPARTMENT OF TRANSPORTATION DATE : 12/04/01
PAGE : 8
LOCATION : SANFORD TABULATION OF BIDS
CONTRACT ID : 007582.00
=========
====================================================================================================================================
|( 4 ) 001198 |( ) |( )
|BAYVIEW CONSTRUCTION, CORP. | |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0580 652.38 100.000 MH | 18.00000 1800.00| |
FLAGGER | | |
0590 659.10 LUMP| 57500.00000 57500.00| |
MOBILIZATION | | |
SECTION TOTALS | $ 584,164.00| $ 0.00| $ 0.00
------------------------------------------+----------------------------+----------------------------+-------------------------------
CONTRACT TOTALS | $ 584,164.00| $ 0.00| $
====================================================================================================================================