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LETTING DATE : 02/19/03 MAINE DEPARTMENT OF TRANSPORTATION DATE : 02/19/03
PAGE : 1
LOCATION : TABULATION OF BIDS
CONTRACT ID : 009545.56 COMPLETION DATE : 10/18/03
=========
PROJECT(S): 9545.56 COUNTIE(S) : OXFORD MAINE STATE DEPARTMENT OF TRANSPORTATION
A TRUE COPY : __________________________
TITLE : __________________________
ATTEST : ____________________________ CONTRACT DESCRIPTION : BRIDGE SUPERSTRUCTURE REPLACEMENT NOTARY PUBLIC
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TOTAL % OVER
RANK VENDOR NO./NAME BID LOW BID
--------------------------------------------------------------------------------------------------------------------------
1 000063 WYMAN & SIMPSON, INC. $ 244,396.00 100.0000%
2 001177 ATLANTIC MECHANICAL, INC. $ 263,765.00 107.9253%
3 000009 BANCROFT CONTRACTING CORP. $ 267,920.22 109.6255%
4 000164 C P M CONSTRUCTORS $ 273,836.50 112.0462%
5 001198 BAYVIEW CONSTRUCTION, CROPORATION. $ 293,057.00 119.9107%
6 000272 A & V CONSTRUCTION, CORP. $ 331,609.00 135.6851%
====================================================================================================================================
|( 1 ) 000063 |( 2 ) 001177 |( 3 ) 000009
|WYMAN & SIMPSON, INC. |ATLANTIC MECHANICAL, INC. |BANCROFT CONTRACTING CORP.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0001 BRIDGE ITEMS
| | |
0010 201.23 1.000 EA | 250.00000 250.00| 300.00000 300.00| 580.00000 580.00
REMOVING SINGLE TREE TOP ONLY | | |
0020 201.24 1.000 EA | 300.00000 300.00| 240.00000 240.00| 580.00000 580.00
REMOVING STUMP | | |
0030 202.10 15.129 LS | 24000.00000 24000.00| 14400.00000 14400.00| 12140.00000 12140.00
REMOVING EXISTING SUPERSTRUCTURE | | |
(PROPERTY OF CONTRACTOR) | | |
0040 203.20 400.000 M3 | 9.00000 3600.00| 21.60000 8640.00| 52.77500 21110.00
COMMON EXCAVATION | | |
0050 304.10 360.000 M3 | 19.50000 7020.00| 24.00000 8640.00| 39.91700 14370.12
AGGREGATE SUBBASE COURSE - GRAVEL | | |
0060 403.207 80.000 MG | 167.00000 13360.00| 150.00000 12000.00| 145.00000 11600.00
HOT MIX ASPHALT 19.0 MM NOMINAL MAX SIZ | | |
0070 403.210 75.000 MG | 167.00000 12525.00| 150.00000 11250.00| 145.33300 10899.98
HOT MIX ASPHALT 9.5 MM NOMINAL MAX SIZE | | |
0080 502.21 20.000 M3 | 900.00000 18000.00| 828.00000 16560.00| 770.00000 15400.00
STRUCTURAL CONCRETE, ABUTMENTS AND | | |
RETAINING WALLS | | |
0090 502.261 20.000 LS | 20000.00000 20000.00| 24960.00000 24960.00| 7890.00000 7890.00
SRRUCTURAL CONCRETE ROADWAY & SIDEWALK | | |
SLAB ON CONCRETE BRIDGES | | |
LETTING DATE : 02/19/03 MAINE DEPARTMENT OF TRANSPORTATION DATE : 02/19/03
PAGE : 2
LOCATION : TABULATION OF BIDS
CONTRACT ID : 009545.56
=========
====================================================================================================================================
|( 1 ) 000063 |( 2 ) 001177 |( 3 ) 000009
|WYMAN & SIMPSON, INC. |ATLANTIC MECHANICAL, INC. |BANCROFT CONTRACTING CORP.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0100 502.49 6.000 LS | 7500.00000 7500.00| 7968.00000 7968.00| 4810.00000 4810.00
STRUCTURAL CONCRETE CURBS AND SIDEWALKS | | |
0110 503.12 2900.000 KG | 1.00000 2900.00| 0.72000 2088.00| 0.68300 1980.70
REINFORCING STEEL, FABRICATED AND | | |
DELIVERED | | |
0120 503.13 2900.000 KG | 0.30000 870.00| 1.80000 5220.00| 1.12800 3271.20
REINFORCING STEEL, PLACING | | |
0130 507.0811 26.000 LS | 7200.00000 7200.00| 7740.00000 7740.00| 6600.00000 6600.00
STEEL BRIDGE RAILING, 2 BAR | | |
0140 508.13 110.000 LS | 2600.00000 2600.00| 2910.00000 2910.00| 2810.00000 2810.00
MEMBRANE WATERPROOFING | | |
0150 514.06 1.000 EA | 700.00000 700.00| 720.00000 720.00| 580.00000 580.00
CURING BOX FOR CONCRETE CYLINDERS | | |
0160 515.20 40.000 M2 | 7.00000 280.00| 12.00000 480.00| 19.00000 760.00
PROTECTIVE COATING FOR CONCRETE SURFACE | | |
0170 525.25 LUMP| 9700.00000 9700.00| 7200.00000 7200.00| 3820.00000 3820.00
REPOINTING GRANITE MASONRY | | |
0180 526.301 12.192 LS | 600.00000 600.00| 600.00000 600.00| 1040.00000 1040.00
TEMPORARY CONCRETE BARRIER TYPE I | | |
0190 526.34 4.000 EA | 1600.00000 6400.00| 960.00000 3840.00| 1735.00000 6940.00
PERMANENT CONCRETE TRANSITION BARRIER | | |
0200 535.60 40.000 LS | 55000.00000 55000.00| 43080.00000 43080.00| 47290.00000 47290.00
PRESTRESSED STRUCTURAL CONCRETE SLAB | | |
0210 603.179 16.000 M | 35.00000 560.00| 102.00000 1632.00| 98.75000 1580.00
450 MM CULVERT PIPE OPTION III | | |
0220 606.17 55.000 M | 47.00000 2585.00| 51.00000 2805.00| 50.36400 2770.02
GUARDRAIL TYPE 3B - SINGLE RAIL | | |
0230 606.1722 4.000 EA | 1025.00000 4100.00| 1140.00000 4560.00| 1102.50000 4410.00
BRIDGE TRANSITION - TYPE 2 | | |
0240 606.22 16.000 M | 40.00000 640.00| 45.00000 720.00| 43.01250 688.20
GUARDRAIL TYPE 3B - OVER 4.5 M RADIUS | | |
0250 606.35 8.000 EA | 32.00000 256.00| 36.00000 288.00| 35.00000 280.00
GUARDRAIL DELINEATOR POST | | |
0260 606.78 4.000 EA | 860.00000 3440.00| 960.00000 3840.00| 927.50000 3710.00
LOW VOLUME GUARDRAIL END - TYPE 3 | | |
0270 610.08 70.000 M3 | 55.00000 3850.00| 60.00000 4200.00| 85.85700 6009.99
PLAIN RIPRAP | | |
0280 613.319 20.000 M2 | 3.00000 60.00| 3.60000 72.00| 14.00000 280.00
EROSION CONTROL BLANKET | | |
0290 615.07 26.000 M3 | 30.00000 780.00| 36.00000 936.00| 83.46200 2170.01
LOAM | | |
LETTING DATE : 02/19/03 MAINE DEPARTMENT OF TRANSPORTATION DATE : 02/19/03
PAGE : 3
LOCATION : TABULATION OF BIDS
CONTRACT ID : 009545.56
=========
====================================================================================================================================
|( 1 ) 000063 |( 2 ) 001177 |( 3 ) 000009
|WYMAN & SIMPSON, INC. |ATLANTIC MECHANICAL, INC. |BANCROFT CONTRACTING CORP.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0300 618.1401 6.000 UN | 80.00000 480.00| 90.00000 540.00| 40.00000 240.00
SEEDING METHOD NUMBER 2 - PLAN QUANTITY | | |
0310 619.1201 6.000 UN | 50.00000 300.00| 54.00000 324.00| 51.66700 310.00
MULCH - PLAN QUANTITY | | |
0320 629.05 20.000 HR | 25.00000 500.00| 24.00000 480.00| 49.50000 990.00
HAND LABOR, STRAIGHT TIME | | |
0330 631.12 10.000 HR | 75.00000 750.00| 120.00000 1200.00| 116.00000 1160.00
ALL PURPOSE EXCAVATOR (INCLUDING | | |
OPERATOR) | | |
0340 631.172 10.000 HR | 35.00000 350.00| 54.00000 540.00| 58.00000 580.00
TRUCK - LARGE (INCLUDING OPERATOR) | | |
0350 639.19 1.000 EA | 2000.00000 2000.00| 2640.00000 2640.00| 6410.00000 6410.00
FIELD OFFICE TYPE B | | |
0360 652.31 4.000 EA | 35.00000 140.00| 60.00000 240.00| 160.00000 640.00
TYPE I BARRICADE | | |
0370 652.312 4.000 EA | 150.00000 600.00| 66.00000 264.00| 160.00000 640.00
TYPE III BARRICADE | | |
0380 652.35 30.000 M2 | 90.00000 2700.00| 81.60000 2448.00| 68.00000 2040.00
CONSTRUCTION SIGNS | | |
0390 652.361 120.000 LS | 1500.00000 1500.00| 3000.00000 3000.00| 410.00000 410.00
MAINTENANCE OF TRAFFIC CONTROL DEVICES | | |
0400 656.75 LUMP| 3000.00000 3000.00| 4200.00000 4200.00| 4640.00000 4640.00
TEMPORARY SOIL EROSION AND WATER | | |
POLLUTION CONTROL | | |
0410 659.101 LUMP| 23000.00000 23000.00| 50000.00000 50000.00| 53490.00000 53490.00
MOBILIZATION | | |
SECTION TOTALS | $ 244,396.00| $ 263,765.00| $ 267,920.22
------------------------------------------+----------------------------+----------------------------+-------------------------------
CONTRACT TOTALS | $ 244,396.00| $ 263,765.00| $ 267,920.22
====================================================================================================================================
LETTING DATE : 02/19/03 MAINE DEPARTMENT OF TRANSPORTATION DATE : 02/19/03
PAGE : 4
LOCATION : TABULATION OF BIDS
CONTRACT ID : 009545.56
=========
====================================================================================================================================
|( 4 ) 000164 |( 5 ) 001198 |( 6 ) 000272
|C P M CONSTRUCTORS |BAYVIEW CONSTRUCTION, CORP. |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 201.23 1.000 EA | 500.00000 500.00| 500.00000 500.00| 650.00000 650.00
REMOVING SINGLE TREE TOP ONLY | | |
0020 201.24 1.000 EA | 500.00000 500.00| 500.00000 500.00| 160.00000 160.00
REMOVING STUMP | | |
0030 202.10 15.129 LS | 10000.00000 10000.00| 41000.00000 41000.00| 7200.00000 7200.00
REMOVING EXISTING SUPERSTRUCTURE | | |
(PROPERTY OF CONTRACTOR) | | |
0040 203.20 400.000 M3 | 45.50000 18200.00| 45.00000 18000.00| 20.00000 8000.00
COMMON EXCAVATION | | |
0050 304.10 360.000 M3 | 34.25000 12330.00| 35.00000 12600.00| 42.00000 15120.00
AGGREGATE SUBBASE COURSE - GRAVEL | | |
0060 403.207 80.000 MG | 155.00000 12400.00| 125.00000 10000.00| 165.00000 13200.00
HOT MIX ASPHALT 19.0 MM NOMINAL MAX SIZ | | |
0070 403.210 75.000 MG | 155.00000 11625.00| 125.00000 9375.00| 165.00000 12375.00
HOT MIX ASPHALT 9.5 MM NOMINAL MAX SIZE | | |
0080 502.21 20.000 M3 | 900.00000 18000.00| 750.00000 15000.00| 1500.00000 30000.00
STRUCTURAL CONCRETE, ABUTMENTS AND | | |
RETAINING WALLS | | |
0090 502.261 20.000 LS | 15000.00000 15000.00| 16000.00000 16000.00| 13500.00000 13500.00
SRRUCTURAL CONCRETE ROADWAY & SIDEWALK | | |
SLAB ON CONCRETE BRIDGES | | |
0100 502.49 6.000 LS | 5000.00000 5000.00| 5500.00000 5500.00| 11800.00000 11800.00
STRUCTURAL CONCRETE CURBS AND SIDEWALKS | | |
0110 503.12 2900.000 KG | 1.00000 2900.00| 0.65000 1885.00| 1.00000 2900.00
REINFORCING STEEL, FABRICATED AND | | |
DELIVERED | | |
0120 503.13 2900.000 KG | 1.50000 4350.00| 0.90000 2610.00| 2.00000 5800.00
REINFORCING STEEL, PLACING | | |
0130 507.0811 26.000 LS | 12000.00000 12000.00| 8000.00000 8000.00| 11100.00000 11100.00
STEEL BRIDGE RAILING, 2 BAR | | |
0140 508.13 110.000 LS | 2425.00000 2425.00| 2700.00000 2700.00| 4200.00000 4200.00
MEMBRANE WATERPROOFING | | |
0150 514.06 1.000 EA | 800.00000 800.00| 4000.00000 4000.00| 1700.00000 1700.00
CURING BOX FOR CONCRETE CYLINDERS | | |
0160 515.20 40.000 M2 | 5.00000 200.00| 15.00000 600.00| 20.00000 800.00
PROTECTIVE COATING FOR CONCRETE SURFACE | | |
0170 525.25 LUMP| 30000.00000 30000.00| 5500.00000 5500.00| 13900.00000 13900.00
REPOINTING GRANITE MASONRY | | |
0180 526.301 12.192 LS | 1000.00000 1000.00| 1500.00000 1500.00| 4000.00000 4000.00
TEMPORARY CONCRETE BARRIER TYPE I | | |
LETTING DATE : 02/19/03 MAINE DEPARTMENT OF TRANSPORTATION DATE : 02/19/03
PAGE : 5
LOCATION : TABULATION OF BIDS
CONTRACT ID : 009545.56
=========
====================================================================================================================================
|( 4 ) 000164 |( 5 ) 001198 |( 6 ) 000272
|C P M CONSTRUCTORS |BAYVIEW CONSTRUCTION, CORP. |A & V CONSTRUCTION, CORP.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0190 526.34 4.000 EA | 1000.00000 4000.00| 1500.00000 6000.00| 2200.00000 8800.00
PERMANENT CONCRETE TRANSITION BARRIER | | |
0200 535.60 40.000 LS | 47000.00000 47000.00| 56000.00000 56000.00| 69300.00000 69300.00
PRESTRESSED STRUCTURAL CONCRETE SLAB | | |
0210 603.179 16.000 M | 85.00000 1360.00| 85.00000 1360.00| 260.00000 4160.00
450 MM CULVERT PIPE OPTION III | | |
0220 606.17 55.000 M | 43.50000 2392.50| 45.00000 2475.00| 44.00000 2420.00
GUARDRAIL TYPE 3B - SINGLE RAIL | | |
0230 606.1722 4.000 EA | 950.00000 3800.00| 1000.00000 4000.00| 950.00000 3800.00
BRIDGE TRANSITION - TYPE 2 | | |
0240 606.22 16.000 M | 37.00000 592.00| 40.00000 640.00| 38.00000 608.00
GUARDRAIL TYPE 3B - OVER 4.5 M RADIUS | | |
0250 606.35 8.000 EA | 30.00000 240.00| 30.00000 240.00| 30.00000 240.00
GUARDRAIL DELINEATOR POST | | |
0260 606.78 4.000 EA | 800.00000 3200.00| 950.00000 3800.00| 800.00000 3200.00
LOW VOLUME GUARDRAIL END - TYPE 3 | | |
0270 610.08 70.000 M3 | 74.00000 5180.00| 74.00000 5180.00| 80.00000 5600.00
PLAIN RIPRAP | | |
0280 613.319 20.000 M2 | 12.00000 240.00| 12.00000 240.00| 28.00000 560.00
EROSION CONTROL BLANKET | | |
0290 615.07 26.000 M3 | 72.00000 1872.00| 72.00000 1872.00| 76.00000 1976.00
LOAM | | |
0300 618.1401 6.000 UN | 35.00000 210.00| 35.00000 210.00| 75.00000 450.00
SEEDING METHOD NUMBER 2 - PLAN QUANTITY | | |
0310 619.1201 6.000 UN | 45.00000 270.00| 45.00000 270.00| 50.00000 300.00
MULCH - PLAN QUANTITY | | |
0320 629.05 20.000 HR | 25.00000 500.00| 25.00000 500.00| 35.00000 700.00
HAND LABOR, STRAIGHT TIME | | |
0330 631.12 10.000 HR | 100.00000 1000.00| 100.00000 1000.00| 120.00000 1200.00
ALL PURPOSE EXCAVATOR (INCLUDING | | |
OPERATOR) | | |
0340 631.172 10.000 HR | 50.00000 500.00| 50.00000 500.00| 45.00000 450.00
TRUCK - LARGE (INCLUDING OPERATOR) | | |
0350 639.19 1.000 EA | 5000.00000 5000.00| 6000.00000 6000.00| 6600.00000 6600.00
FIELD OFFICE TYPE B | | |
0360 652.31 4.000 EA | 50.00000 200.00| 150.00000 600.00| 80.00000 320.00
TYPE I BARRICADE | | |
0370 652.312 4.000 EA | 200.00000 800.00| 350.00000 1400.00| 230.00000 920.00
TYPE III BARRICADE | | |
0380 652.35 30.000 M2 | 125.00000 3750.00| 100.00000 3000.00| 120.00000 3600.00
CONSTRUCTION SIGNS | | |
LETTING DATE : 02/19/03 MAINE DEPARTMENT OF TRANSPORTATION DATE : 02/19/03
PAGE : 6
LOCATION : TABULATION OF BIDS
CONTRACT ID : 009545.56
=========
====================================================================================================================================
|( 4 ) 000164 |( 5 ) 001198 |( 6 ) 000272
|C P M CONSTRUCTORS |BAYVIEW CONSTRUCTION, CORP. |A & V CONSTRUCTION, CORP.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0390 652.361 120.000 LS | 4500.00000 4500.00| 1000.00000 1000.00| 8700.00000 8700.00
MAINTENANCE OF TRAFFIC CONTROL DEVICES | | |
0400 656.75 LUMP| 5000.00000 5000.00| 20000.00000 20000.00| 7300.00000 7300.00
TEMPORARY SOIL EROSION AND WATER | | |
POLLUTION CONTROL | | |
0410 659.101 LUMP| 25000.00000 25000.00| 21500.00000 21500.00| 44000.00000 44000.00
MOBILIZATION | | |
SECTION TOTALS | $ 273,836.50| $ 293,057.00| $ 331,609.00
------------------------------------------+----------------------------+----------------------------+-------------------------------
CONTRACT TOTALS | $ 273,836.50| $ 293,057.00| $ 331,609.00
====================================================================================================================================