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LETTING DATE : 01/31/01 MAINE DEPARTMENT OF TRANSPORTATION DATE : 12/05/01
PAGE : 1
LOCATION : WARREN TABULATION OF BIDS
CONTRACT ID : 009026.00
=========
COMPLETION DATE : 08/15/01
PROJECT(S): BH-9026(00)X COUNTIE(S) : KNOX MAINE STATE DEPTARTMENT OF TRANSPORTATION
A TRUE COPY : __________________________
TITLE : __________________________
CONTRACT DESCRIPTION : BRIDGE REPLACEMENT ATTEST : _______________________________
NOTARY PUBLIC
--------------------------------------------------------------------------------------------------------------------------
TOTAL % OVER
RANK VENDOR NO./NAME BID LOW BID
--------------------------------------------------------------------------------------------------------------------------
1 000063 WYMAN & SIMPSON, INC. $ 274,887.00 100.0000%
2 001401 S & A DRAKE INC. $ 283,509.94 103.1369%
3 000164 C P M CONSTRUCTORS $ 299,966.40 109.1235%
4 001076 CONSTRUCTION DIVERS, INC. $ 343,494.70 124.9585%
5 000416 T BUCK CONSTRUCTION INC. $ 364,215.49 132.4964%
====================================================================================================================================
|( 1 ) 000063 |( 2 ) 001401 |( 3 ) 000164
|WYMAN & SIMPSON, INC. |S & A DRAKE 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 202.19 265.000 LS | 22000.00000 22000.00| 55000.00000 55000.00| 20000.00000 20000.00
REMOVING EXISTING BRIDGE | | |
0020 203.20 760.000 M3 | 8.00000 6080.00| 10.00000 7600.00| 11.00000 8360.00
COMMON EXCAVATION | | |
0030 203.21 50.000 M3 | 75.00000 3750.00| 35.00000 1750.00| 60.00000 3000.00
ROCK EXCAVATION | | |
0040 203.24 10.000 M3 | 17.50000 175.00| 10.00000 100.00| 45.00000 450.00
COMMON BORROW | | |
0050 203.25 305.000 M3 | 17.60000 5368.00| 13.00000 3965.00| 20.00000 6100.00
GRANULAR BORROW | | |
0060 206.082 80.000 M3 | 32.00000 2560.00| 15.00000 1200.00| 55.00000 4400.00
STRUCTURAL EARTH EXCAVATION - MAJOR | | |
STRUCTURES | | |
0070 304.10 565.000 M3 | 19.20000 10848.00| 16.00000 9040.00| 25.00000 14125.00
AGGREGATE SUBBASE COURSE - GRAVEL | | |
0080 403.208 68.000 MG | 145.00000 9860.00| 85.00000 5780.00| 85.00000 5780.00
HOT MIX ASPHALT 12.5 MM NOMINAL MAX SIZ | | |
0090 403.209 2.000 MG | 190.00000 380.00| 175.00000 350.00| 175.00000 350.00
HOT MIX ASPHALT 9.5 MM(SIDEWALKS,DRIVES | | |
INCIDENTAL ) | | |
LETTING DATE : 01/31/01 MAINE DEPARTMENT OF TRANSPORTATION DATE : 12/05/01
PAGE : 2
LOCATION : WARREN TABULATION OF BIDS
CONTRACT ID : 009026.00
=========
====================================================================================================================================
|( 1 ) 000063 |( 2 ) 001401 |( 3 ) 000164
|WYMAN & SIMPSON, INC. |S & A DRAKE INC. |C P M CONSTRUCTORS
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0100 403.213 77.000 MG | 145.00000 11165.00| 85.00000 6545.00| 85.00000 6545.00
HOT MIX ASPHALT 12.5 MM NOMINAL MAX | | |
SIZE - BASE | | |
0110 502.21 75.000 M3 | 380.00000 28500.00| 250.00000 18750.00| 425.00000 31875.00
STRUCTURAL CONCRETE, ABUTMENTS AND | | |
RETAINING WALLS | | |
0120 503.12 2460.000 KG | 1.20000 2952.00| 1.12000 2755.20| 1.20000 2952.00
REINFORCING STEEL, FABRICATED AND | | |
DELIVERED | | |
0130 503.13 2460.000 KG | 0.50000 1230.00| 1.12000 2755.20| 0.75000 1845.00
REINFORCING STEEL, PLACING | | |
0140 509.41 9353.000 LS | 102500.00000 102500.00| 85000.00000 85000.00| 110000.00000 110000.00
ALUMINUM ALLOY STRUCTURAL PLATE BOX | | |
CULVERT,: | | |
0150 511.07 LUMP| 5000.00000 5000.00| 8000.00000 8000.00| 10000.00000 10000.00
COFFERDAM: ABUTMENT NO.1 | | |
0160 511.07 LUMP| 5000.00000 5000.00| 8000.00000 8000.00| 10000.00000 10000.00
COFFERDAM: ABUTMENT NO.2 | | |
0170 526.301 12.000 LS | 2000.00000 2000.00| 3000.00000 3000.00| 1500.00000 1500.00
TEMPORARY CONCRETE BARRIER TYPE I | | |
0180 606.265 1.000 EA | 55.00000 55.00| 50.00000 50.00| 25.00000 25.00
TERMINAL END - SINGLE RAIL - GALVANIZED | | |
STEEL | | |
0190 606.35 6.000 EA | 27.00000 162.00| 25.00000 150.00| 25.00000 150.00
GUARDRAIL DELINEATOR POST | | |
0200 606.55 76.200 M | 41.00000 3124.20| 38.50000 2933.70| 43.00000 3276.60
GUARDRAIL TYPE 3 - SINGLE RAIL | | |
0210 606.60 7.620 M | 45.00000 342.90| 42.00000 320.04| 50.00000 381.00
GUARDRAIL TYPE 3 - OVER 4.5 METER RADIU | | |
0220 606.76 3.000 EA | 1600.00000 4800.00| 1500.00000 4500.00| 1300.00000 3900.00
MODIFIED ECCENTRIC LOADER TERMINAL | | |
0230 609.31 44.000 M | 22.00000 968.00| 21.00000 924.00| 20.00000 880.00
CURB TYPE 3 | | |
0240 610.08 100.000 M3 | 60.00000 6000.00| 30.00000 3000.00| 40.00000 4000.00
PLAIN RIPRAP | | |
0250 610.18 15.000 M3 | 70.00000 1050.00| 30.00000 450.00| 50.00000 750.00
STONE DITCH PROTECTION | | |
0260 613.319 25.000 M2 | 5.00000 125.00| 10.00000 250.00| 8.00000 200.00
TEMPORARY EROSION CONTROL BLANKET | | |
0270 615.07 35.000 M3 | 33.00000 1155.00| 25.00000 875.00| 50.00000 1750.00
LOAM | | |
LETTING DATE : 01/31/01 MAINE DEPARTMENT OF TRANSPORTATION DATE : 12/05/01
PAGE : 3
LOCATION : WARREN TABULATION OF BIDS
CONTRACT ID : 009026.00
=========
====================================================================================================================================
|( 1 ) 000063 |( 2 ) 001401 |( 3 ) 000164
|WYMAN & SIMPSON, INC. |S & A DRAKE INC. |C P M CONSTRUCTORS
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0280 617.30 70.000 M3 | 33.00000 2310.00| 50.00000 3500.00| 15.00000 1050.00
COMPOSTED BARK MIX | | |
0290 618.1411 7.000 UN | 50.00000 350.00| 100.00000 700.00| 100.00000 700.00
SEEDING METHOD NUMBER 3 - PLAN QUANTITY | | |
0300 618.15 3.000 KG | 40.00000 120.00| 50.00000 150.00| 25.00000 75.00
TEMPORARY SEEDING | | |
0310 618.25 4.000 M3 | 100.00000 400.00| 100.00000 400.00| 50.00000 200.00
APPLIED WATER | | |
0320 619.1201 7.000 UN | 45.00000 315.00| 50.00000 350.00| 40.00000 280.00
MULCH - PLAN QUANTITY | | |
0330 620.58 50.000 M2 | 4.00000 200.00| 10.00000 500.00| 6.00000 300.00
EROSION CONTROL GEOTEXTILE | | |
0340 627.71 310.000 M | 1.74000 539.40| 1.64000 508.40| 1.64000 508.40
100 MM WHITE PAVEMENT MARKING LINE | | |
0350 627.73 155.000 M | 3.50000 542.50| 3.28000 508.40| 3.28000 508.40
100 MM YELLOW PAVEMENT MARKING LINE | | |
0360 629.05 10.000 MH | 20.00000 200.00| 20.00000 200.00| 25.00000 250.00
HAND LABOR, STRAIGHT TIME | | |
0370 631.12 10.000 HR | 85.00000 850.00| 80.00000 800.00| 85.00000 850.00
ALL PURPOSE EXCAVATOR (INCLUDING | | |
OPERATOR) | | |
0380 631.132 10.000 HR | 45.00000 450.00| 50.00000 500.00| 70.00000 700.00
SMALL BULLDOZER (INCLUDING OPERATOR) | | |
0390 631.172 10.000 HR | 36.00000 360.00| 35.00000 350.00| 45.00000 450.00
TRUCK - LARGE (INCLUDING OPERATOR) | | |
0400 637.071 LUMP| 1500.00000 1500.00| 2000.00000 2000.00| 1000.00000 1000.00
DUST CONTROL | | |
0410 639.19 1.000 EA | 1800.00000 1800.00| 5000.00000 5000.00| 3500.00000 3500.00
FIELD OFFICE TYPE B | | |
0420 652.39 LUMP| 3500.00000 3500.00| 2500.00000 2500.00| 5000.00000 5000.00
WORK ZONE TRAFFIC CONTROL | | |
0430 656.75 LUMP| 4300.00000 4300.00| 2500.00000 2500.00| 5000.00000 5000.00
TEMPORARY SOIL EROSION AND WATER | | |
POLLUTION CONTROL | | |
0440 659.10 LUMP| 20000.00000 20000.00| 30000.00000 30000.00| 27000.00000 27000.00
MOBILIZATION | | |
SECTION TOTALS | $ 274,887.00| $ 283,509.94| $ 299,966.40
------------------------------------------+----------------------------+----------------------------+-------------------------------
CONTRACT TOTALS | $ 274,887.00| $ 283,509.94| $ 299,966.40
====================================================================================================================================
LETTING DATE : 01/31/01 MAINE DEPARTMENT OF TRANSPORTATION DATE : 12/05/01
PAGE : 4
LOCATION : WARREN TABULATION OF BIDS
CONTRACT ID : 009026.00
=========
====================================================================================================================================
|( 4 ) 001076 |( 5 ) 000416 |( )
|CONSTRUCTION DIVERS, 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 202.19 265.000 LS | 9000.00000 9000.00| 61650.00000 61650.00|
REMOVING EXISTING BRIDGE | | |
0020 203.20 760.000 M3 | 18.50000 14060.00| 12.75000 9690.00|
COMMON EXCAVATION | | |
0030 203.21 50.000 M3 | 32.00000 1600.00| 192.00000 9600.00|
ROCK EXCAVATION | | |
0040 203.24 10.000 M3 | 7.00000 70.00| 27.00000 270.00|
COMMON BORROW | | |
0050 203.25 305.000 M3 | 22.50000 6862.50| 27.00000 8235.00|
GRANULAR BORROW | | |
0060 206.082 80.000 M3 | 35.00000 2800.00| 50.00000 4000.00|
STRUCTURAL EARTH EXCAVATION - MAJOR | | |
STRUCTURES | | |
0070 304.10 565.000 M3 | 24.50000 13842.50| 27.75000 15678.75|
AGGREGATE SUBBASE COURSE - GRAVEL | | |
0080 403.208 68.000 MG | 77.00000 5236.00| 85.00000 5780.00|
HOT MIX ASPHALT 12.5 MM NOMINAL MAX SIZ | | |
0090 403.209 2.000 MG | 96.00000 192.00| 175.00000 350.00|
HOT MIX ASPHALT 9.5 MM(SIDEWALKS,DRIVES | | |
INCIDENTAL ) | | |
0100 403.213 77.000 MG | 83.00000 6391.00| 85.00000 6545.00|
HOT MIX ASPHALT 12.5 MM NOMINAL MAX | | |
SIZE - BASE | | |
0110 502.21 75.000 M3 | 290.00000 21750.00| 390.00000 29250.00|
STRUCTURAL CONCRETE, ABUTMENTS AND | | |
RETAINING WALLS | | |
0120 503.12 2460.000 KG | 0.80000 1968.00| 1.20000 2952.00|
REINFORCING STEEL, FABRICATED AND | | |
DELIVERED | | |
0130 503.13 2460.000 KG | 2.00000 4920.00| 0.60000 1476.00|
REINFORCING STEEL, PLACING | | |
0140 509.41 9353.000 LS | 132000.00000 132000.00| 85831.00000 85831.00|
ALUMINUM ALLOY STRUCTURAL PLATE BOX | | |
CULVERT,: | | |
0150 511.07 LUMP| 12000.00000 12000.00| 14230.00000 14230.00|
COFFERDAM: ABUTMENT NO.1 | | |
0160 511.07 LUMP| 12000.00000 12000.00| 14230.00000 14230.00|
COFFERDAM: ABUTMENT NO.2 | | |
0170 526.301 12.000 LS | 4200.00000 4200.00| 3500.00000 3500.00|
TEMPORARY CONCRETE BARRIER TYPE I | | |
LETTING DATE : 01/31/01 MAINE DEPARTMENT OF TRANSPORTATION DATE : 12/05/01
PAGE : 5
LOCATION : WARREN TABULATION OF BIDS
CONTRACT ID : 009026.00
=========
====================================================================================================================================
|( 4 ) 001076 |( 5 ) 000416 |( )
|CONSTRUCTION DIVERS, INC. |T BUCK CONSTRUCTION INC. |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0180 606.265 1.000 EA | 32.00000 32.00| 50.00000 50.00|
TERMINAL END - SINGLE RAIL - GALVANIZED | | |
STEEL | | |
0190 606.35 6.000 EA | 32.00000 192.00| 25.00000 150.00|
GUARDRAIL DELINEATOR POST | | |
0200 606.55 76.200 M | 45.00000 3429.00| 38.50000 2933.70|
GUARDRAIL TYPE 3 - SINGLE RAIL | | |
0210 606.60 7.620 M | 60.00000 457.20| 42.00000 320.04|
GUARDRAIL TYPE 3 - OVER 4.5 METER RADIU | | |
0220 606.76 3.000 EA | 1500.00000 4500.00| 1500.00000 4500.00|
MODIFIED ECCENTRIC LOADER TERMINAL | | |
0230 609.31 44.000 M | 16.00000 704.00| 20.00000 880.00|
CURB TYPE 3 | | |
0240 610.08 100.000 M3 | 45.00000 4500.00| 60.00000 6000.00|
PLAIN RIPRAP | | |
0250 610.18 15.000 M3 | 32.00000 480.00| 45.00000 675.00|
STONE DITCH PROTECTION | | |
0260 613.319 25.000 M2 | 50.00000 1250.00| 2.00000 50.00|
TEMPORARY EROSION CONTROL BLANKET | | |
0270 615.07 35.000 M3 | 32.00000 1120.00| 40.00000 1400.00|
LOAM | | |
0280 617.30 70.000 M3 | 35.00000 2450.00| 17.00000 1190.00|
COMPOSTED BARK MIX | | |
0290 618.1411 7.000 UN | 42.50000 297.50| 75.00000 525.00|
SEEDING METHOD NUMBER 3 - PLAN QUANTITY | | |
0300 618.15 3.000 KG | 40.00000 120.00| 10.00000 30.00|
TEMPORARY SEEDING | | |
0310 618.25 4.000 M3 | 70.00000 280.00| 125.00000 500.00|
APPLIED WATER | | |
0320 619.1201 7.000 UN | 27.00000 189.00| 50.00000 350.00|
MULCH - PLAN QUANTITY | | |
0330 620.58 50.000 M2 | 4.00000 200.00| 4.00000 200.00|
EROSION CONTROL GEOTEXTILE | | |
0340 627.71 310.000 M | 1.70000 527.00| 1.65000 511.50|
100 MM WHITE PAVEMENT MARKING LINE | | |
0350 627.73 155.000 M | 6.00000 930.00| 3.30000 511.50|
100 MM YELLOW PAVEMENT MARKING LINE | | |
0360 629.05 10.000 MH | 17.50000 175.00| 29.00000 290.00|
HAND LABOR, STRAIGHT TIME | | |
0370 631.12 10.000 HR | 90.00000 900.00| 120.00000 1200.00|
ALL PURPOSE EXCAVATOR (INCLUDING | | |
OPERATOR) | | |
LETTING DATE : 01/31/01 MAINE DEPARTMENT OF TRANSPORTATION DATE : 12/05/01
PAGE : 6
LOCATION : WARREN TABULATION OF BIDS
CONTRACT ID : 009026.00
=========
====================================================================================================================================
|( 4 ) 001076 |( 5 ) 000416 |( )
|CONSTRUCTION DIVERS, INC. |T BUCK CONSTRUCTION INC. |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0380 631.132 10.000 HR | 75.00000 750.00| 80.00000 800.00|
SMALL BULLDOZER (INCLUDING OPERATOR) | | |
0390 631.172 10.000 HR | 32.00000 320.00| 55.00000 550.00|
TRUCK - LARGE (INCLUDING OPERATOR) | | |
0400 637.071 LUMP| 5400.00000 5400.00| 100.00000 100.00|
DUST CONTROL | | |
0410 639.19 1.000 EA | 1400.00000 1400.00| 2750.00000 2750.00|
FIELD OFFICE TYPE B | | |
0420 652.39 LUMP| 26000.00000 26000.00| 11000.00000 11000.00|
WORK ZONE TRAFFIC CONTROL | | |
0430 656.75 LUMP| 12000.00000 12000.00| 8700.00000 8700.00|
TEMPORARY SOIL EROSION AND WATER | | |
POLLUTION CONTROL | | |
0440 659.10 LUMP| 26000.00000 26000.00| 44781.00000 44781.00|
MOBILIZATION | | |
SECTION TOTALS | $ 343,494.70| $ 364,215.49| $ 0.00
------------------------------------------+----------------------------+----------------------------+-------------------------------
CONTRACT TOTALS | $ 343,494.70| $ 364,215.49| $
====================================================================================================================================