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LETTING DATE : 07/02/03 MAINE DEPARTMENT OF TRANSPORTATION DATE : 07/02/03
PAGE : 1
COUNTIE(S): WALDO TABULATION OF BIDS
CONTRACT ID : 010141.00 COMPLETION DATE : 11/14/04
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PROJECT(S): STP-1014(100)X LOCATION(S): WINTERPORT MAINE STATE DEPARTMENT OF TRANSPORTATION A TRUE COPY : __________________________ TITLE : __________________________ ATTEST : ____________________________ CONTRACT DESCRIPTION : STEEL STRUCTURAL PLATE PIPE NOTARY PUBLIC --------------------------------------------------------------------------------------------------------------------------
TOTAL % OVER
RANK VENDOR NO./NAME BID LOW BID
--------------------------------------------------------------------------------------------------------------------------
1 000022 THE LANE CONSTRUCTION CORP. $ 176,571.00 100.0000%
2 000304 LOU SILVER INC. $ 181,465.53 102.7720%
3 001934 MAINE EARTH $ 217,779.91 123.3384%
4 000416 T BUCK CONSTRUCTION INC. $ 231,818.00 131.2888%
5 000010 THOMAS DICENZO, INC. $ 245,447.00 139.0075%
6 001195 VAUGHN THIBODEAU & SONS, INC. $ 284,623.40 161.1949%
====================================================================================================================================
|( 1 ) 000022 |( 2 ) 000304 |( 3 ) 001934
|THE LANE CONSTRUCTION CORP. |LOU SILVER INC. |MAINE EARTH
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0001 BRIDGE ITEMS
| | |
0010 202.19 70.000 LS | 10000.00000 10000.00| 13660.00000 13660.00| 9500.00000 9500.00
REMOVING EXISTING BRIDGE | | |
0020 203.20 690.000 M3 | 14.00000 9660.00| 16.40000 11316.00| 12.25000 8452.50
COMMON EXCAVATION | | |
0030 203.22 120.000 M3 | 22.00000 2640.00| 17.70000 2124.00| 140.00000 16800.00
UNCLASSIFIED EXCAVATION | | |
0040 203.24 20.000 M3 | 20.00000 400.00| 14.00000 280.00| 22.00000 440.00
COMMON BORROW | | |
0050 203.25 220.000 M3 | 16.00000 3520.00| 36.20000 7964.00| 22.50000 4950.00
GRANULAR BORROW | | |
0060 304.10 650.000 M3 | 18.00000 11700.00| 25.70000 16705.00| 22.50000 14625.00
AGGREGATE SUBBASE COURSE - GRAVEL | | |
0070 403.210 98.000 MG | 82.00000 8036.00| 100.00000 9800.00| 90.00000 8820.00
HOT MIX ASPHALT 9.5 MM NOMINAL MAX SIZE | | |
0080 403.213 120.000 MG | 82.00000 9840.00| 100.00000 12000.00| 90.00000 10800.00
HOT MIX ASPHALT 12.5 MM, BASE | | |
0090 509.12 9625.000 LS | 35000.00000 35000.00| 30000.00000 30000.00| 71500.00000 71500.00
STEEL STRUCTURAL PLATE PIPE ARCH: | | |
0100 511.07 LUMP| 2500.00000 2500.00| 1450.00000 1450.00| 3000.00000 3000.00
COFFERDAM: Downstream | | |
LETTING DATE : 07/02/03 MAINE DEPARTMENT OF TRANSPORTATION DATE : 07/02/03
PAGE : 2
COUNTIE(S): WALDO TABULATION OF BIDS
CONTRACT ID : 010141.00
=========
====================================================================================================================================
|( 1 ) 000022 |( 2 ) 000304 |( 3 ) 001934
|THE LANE CONSTRUCTION CORP. |LOU SILVER INC. |MAINE EARTH
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0110 511.07 LUMP| 4000.00000 4000.00| 5250.00000 5250.00| 3000.00000 3000.00
COFFERDAM: Upstream | | |
0120 526.301 30.000 LS | 2500.00000 2500.00| 3700.00000 3700.00| 3600.00000 3600.00
TEMPORARY CONCRETE BARRIER TYPE I | | |
0130 606.17 119.000 M | 48.00000 5712.00| 39.94000 4752.86| 50.00000 5950.00
GUARDRAIL TYPE 3B - SINGLE RAIL | | |
0140 606.22 27.000 M | 40.00000 1080.00| 43.21000 1166.67| 55.00000 1485.00
GUARDRAIL TYPE 3B - OVER 4.5 M RADIUS | | |
0150 606.265 1.000 EA | 48.00000 48.00| 60.00000 60.00| 25.00000 25.00
TERMINAL END - SINGLE RAIL - GALVANIZED | | |
STEEL | | |
0160 606.35 8.000 EA | 25.00000 200.00| 30.00000 240.00| 25.00000 200.00
GUARDRAIL DELINEATOR POST | | |
0170 606.753 1.000 EA | 800.00000 800.00| 1120.00000 1120.00| 450.00000 450.00
WIDEN SHOULDER FOR LOW VOLUME END | | |
0180 606.76 2.000 EA | 1375.00000 2750.00| 1960.00000 3920.00| 1400.00000 2800.00
MODIFIED ECCENTRIC LOADER TERMINAL | | |
0190 606.78 1.000 EA | 650.00000 650.00| 800.00000 800.00| 600.00000 600.00
LOW VOLUME GUARDRAIL END - TYPE 3 | | |
0200 610.08 180.000 M3 | 40.00000 7200.00| 62.00000 11160.00| 60.00000 10800.00
PLAIN RIPRAP | | |
0210 610.18 8.000 M3 | 60.00000 480.00| 62.00000 496.00| 120.00000 960.00
STONE DITCH PROTECTION | | |
0220 613.319 53.000 M2 | 3.00000 159.00| 5.40000 286.20| 2.25000 119.25
EROSION CONTROL BLANKET | | |
0230 615.07 44.000 M3 | 40.00000 1760.00| 43.45000 1911.80| 20.00000 880.00
LOAM | | |
0240 618.1401 9.000 UN | 40.00000 360.00| 75.00000 675.00| 30.00000 270.00
SEEDING METHOD NUMBER 2 - PLAN QUANTITY | | |
0250 619.1201 9.000 UN | 40.00000 360.00| 20.00000 180.00| 30.00000 270.00
MULCH - PLAN QUANTITY | | |
0260 619.1401 20.000 M3 | 60.00000 1200.00| 62.00000 1240.00| 60.00000 1200.00
EROSION CONTROL MIX | | |
0270 620.58 66.000 M2 | 3.00000 198.00| 9.00000 594.00| 1.26000 83.16
EROSION CONTROL GEOTEXTILE | | |
0280 627.711 240.000 M | 3.20000 768.00| 3.10000 744.00| 3.00000 720.00
WHITE OR YELLOW PAINTED PAVEMENT | | |
MARKING LINE (PLAN QUANTITY ) | | |
0290 629.05 10.000 HR | 25.00000 250.00| 22.00000 220.00| 23.00000 230.00
HAND LABOR, STRAIGHT TIME | | |
0300 631.12 10.000 HR | 90.00000 900.00| 80.00000 800.00| 72.00000 720.00
ALL PURPOSE EXCAVATOR (INCLUDING | | |
OPERATOR) | | |
LETTING DATE : 07/02/03 MAINE DEPARTMENT OF TRANSPORTATION DATE : 07/02/03
PAGE : 3
COUNTIE(S): WALDO TABULATION OF BIDS
CONTRACT ID : 010141.00
=========
====================================================================================================================================
|( 1 ) 000022 |( 2 ) 000304 |( 3 ) 001934
|THE LANE CONSTRUCTION CORP. |LOU SILVER INC. |MAINE EARTH
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0310 631.14 10.000 HR | 90.00000 900.00| 60.00000 600.00| 125.00000 1250.00
GRADER (INCLUDING OPERATOR) | | |
0320 631.15 10.000 HR | 60.00000 600.00| 50.00000 500.00| 60.00000 600.00
ROLLER, EARTH AND BASE COURSE | | |
(INCLUDING OPERATOR) | | |
0330 631.171 10.000 HR | 45.00000 450.00| 48.00000 480.00| 45.00000 450.00
TRUCK - SMALL (INCLUDING OPERATOR) | | |
0340 631.36 10.000 HR | 45.00000 450.00| 32.00000 320.00| 48.00000 480.00
FOREPERSON | | |
0350 637.071 LUMP| 3500.00000 3500.00| 450.00000 450.00| 750.00000 750.00
DUST CONTROL | | |
0360 639.19 1.000 EA | 6000.00000 6000.00| 3600.00000 3600.00| 3000.00000 3000.00
FIELD OFFICE TYPE B Type B | | |
0370 652.39 LUMP| 16000.00000 16000.00| 9200.00000 9200.00| 2000.00000 2000.00
WORK ZONE TRAFFIC CONTROL | | |
0380 656.75 LUMP| 6000.00000 6000.00| 2800.00000 2800.00| 4500.00000 4500.00
TEMPORARY SOIL EROSION AND WATER | | |
POLLUTION CONTROL | | |
0390 659.10 LUMP| 18000.00000 18000.00| 18900.00000 18900.00| 21500.00000 21500.00
MOBILIZATION | | |
SECTION TOTALS | $ 176,571.00| $ 181,465.53| $ 217,779.91
------------------------------------------+----------------------------+----------------------------+-------------------------------
CONTRACT TOTALS | $ 176,571.00| $ 181,465.53| $ 217,779.91
====================================================================================================================================
LETTING DATE : 07/02/03 MAINE DEPARTMENT OF TRANSPORTATION DATE : 07/02/03
PAGE : 4
COUNTIE(S): WALDO TABULATION OF BIDS
CONTRACT ID : 010141.00
=========
====================================================================================================================================
|( 4 ) 000416 |( 5 ) 000010 |( 6 ) 001195
|T BUCK CONSTRUCTION INC. |THOMAS DICENZO, INC. |VAUGHN THIBODEAU & SONS, 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 70.000 LS | 17500.00000 17500.00| 8000.00000 8000.00| 35000.00000 35000.00
REMOVING EXISTING BRIDGE | | |
0020 203.20 690.000 M3 | 13.60000 9384.00| 20.00000 13800.00| 15.00000 10350.00
COMMON EXCAVATION | | |
0030 203.22 120.000 M3 | 42.00000 5040.00| 100.00000 12000.00| 15.00000 1800.00
UNCLASSIFIED EXCAVATION | | |
0040 203.24 20.000 M3 | 23.85000 477.00| 15.00000 300.00| 20.00000 400.00
COMMON BORROW | | |
0050 203.25 220.000 M3 | 40.90000 8998.00| 20.00000 4400.00| 20.00000 4400.00
GRANULAR BORROW | | |
0060 304.10 650.000 M3 | 27.00000 17550.00| 20.00000 13000.00| 22.00000 14300.00
AGGREGATE SUBBASE COURSE - GRAVEL | | |
0070 403.210 98.000 MG | 82.00000 8036.00| 93.00000 9114.00| 100.00000 9800.00
HOT MIX ASPHALT 9.5 MM NOMINAL MAX SIZE | | |
0080 403.213 120.000 MG | 82.00000 9840.00| 93.00000 11160.00| 100.00000 12000.00
HOT MIX ASPHALT 12.5 MM, BASE | | |
0090 509.12 9625.000 LS | 40600.00000 40600.00| 35000.00000 35000.00| 25000.00000 25000.00
STEEL STRUCTURAL PLATE PIPE ARCH: | | |
0100 511.07 LUMP| 1625.00000 1625.00| 5000.00000 5000.00| 30000.00000 30000.00
COFFERDAM: Downstream | | |
0110 511.07 LUMP| 4400.00000 4400.00| 5000.00000 5000.00| 30000.00000 30000.00
COFFERDAM: Upstream | | |
0120 526.301 30.000 LS | 5540.00000 5540.00| 2500.00000 2500.00| 7000.00000 7000.00
TEMPORARY CONCRETE BARRIER TYPE I | | |
0130 606.17 119.000 M | 40.00000 4760.00| 55.00000 6545.00| 55.00000 6545.00
GUARDRAIL TYPE 3B - SINGLE RAIL | | |
0140 606.22 27.000 M | 45.00000 1215.00| 60.00000 1620.00| 60.50000 1633.50
GUARDRAIL TYPE 3B - OVER 4.5 M RADIUS | | |
0150 606.265 1.000 EA | 75.00000 75.00| 30.00000 30.00| 40.00000 40.00
TERMINAL END - SINGLE RAIL - GALVANIZED | | |
STEEL | | |
0160 606.35 8.000 EA | 35.00000 280.00| 30.00000 240.00| 27.50000 220.00
GUARDRAIL DELINEATOR POST | | |
0170 606.753 1.000 EA | 1750.00000 1750.00| 1000.00000 1000.00| 900.00000 900.00
WIDEN SHOULDER FOR LOW VOLUME END | | |
0180 606.76 2.000 EA | 1750.00000 3500.00| 1600.00000 3200.00| 1760.00000 3520.00
MODIFIED ECCENTRIC LOADER TERMINAL | | |
0190 606.78 1.000 EA | 900.00000 900.00| 700.00000 700.00| 700.00000 700.00
LOW VOLUME GUARDRAIL END - TYPE 3 | | |
LETTING DATE : 07/02/03 MAINE DEPARTMENT OF TRANSPORTATION DATE : 07/02/03
PAGE : 5
COUNTIE(S): WALDO TABULATION OF BIDS
CONTRACT ID : 010141.00
=========
====================================================================================================================================
|( 4 ) 000416 |( 5 ) 000010 |( 6 ) 001195
|T BUCK CONSTRUCTION INC. |THOMAS DICENZO, INC. |VAUGHN THIBODEAU & SONS, INC.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0200 610.08 180.000 M3 | 47.00000 8460.00| 55.00000 9900.00| 75.00000 13500.00
PLAIN RIPRAP | | |
0210 610.18 8.000 M3 | 80.00000 640.00| 50.00000 400.00| 100.00000 800.00
STONE DITCH PROTECTION | | |
0220 613.319 53.000 M2 | 4.00000 212.00| 5.00000 265.00| 7.50000 397.50
EROSION CONTROL BLANKET | | |
0230 615.07 44.000 M3 | 55.00000 2420.00| 45.00000 1980.00| 100.00000 4400.00
LOAM | | |
0240 618.1401 9.000 UN | 90.00000 810.00| 86.00000 774.00| 100.00000 900.00
SEEDING METHOD NUMBER 2 - PLAN QUANTITY | | |
0250 619.1201 9.000 UN | 26.00000 234.00| 25.00000 225.00| 100.00000 900.00
MULCH - PLAN QUANTITY | | |
0260 619.1401 20.000 M3 | 60.00000 1200.00| 48.00000 960.00| 100.00000 2000.00
EROSION CONTROL MIX | | |
0270 620.58 66.000 M2 | 8.50000 561.00| 4.00000 264.00| 7.50000 495.00
EROSION CONTROL GEOTEXTILE | | |
0280 627.711 240.000 M | 3.55000 852.00| 7.00000 1680.00| 6.76000 1622.40
WHITE OR YELLOW PAINTED PAVEMENT | | |
MARKING LINE (PLAN QUANTITY ) | | |
0290 629.05 10.000 HR | 28.00000 280.00| 25.00000 250.00| 25.00000 250.00
HAND LABOR, STRAIGHT TIME | | |
0300 631.12 10.000 HR | 120.00000 1200.00| 110.00000 1100.00| 125.00000 1250.00
ALL PURPOSE EXCAVATOR (INCLUDING | | |
OPERATOR) | | |
0310 631.14 10.000 HR | 105.00000 1050.00| 110.00000 1100.00| 125.00000 1250.00
GRADER (INCLUDING OPERATOR) | | |
0320 631.15 10.000 HR | 85.00000 850.00| 80.00000 800.00| 85.00000 850.00
ROLLER, EARTH AND BASE COURSE | | |
(INCLUDING OPERATOR) | | |
0330 631.171 10.000 HR | 48.00000 480.00| 40.00000 400.00| 45.00000 450.00
TRUCK - SMALL (INCLUDING OPERATOR) | | |
0340 631.36 10.000 HR | 45.00000 450.00| 34.00000 340.00| 45.00000 450.00
FOREPERSON | | |
0350 637.071 LUMP| 3200.00000 3200.00| 10000.00000 10000.00| 4000.00000 4000.00
DUST CONTROL | | |
0360 639.19 1.000 EA | 7300.00000 7300.00| 6000.00000 6000.00| 10000.00000 10000.00
FIELD OFFICE TYPE B Type B | | |
0370 652.39 LUMP| 21300.00000 21300.00| 20000.00000 20000.00| 15000.00000 15000.00
WORK ZONE TRAFFIC CONTROL | | |
0380 656.75 LUMP| 5750.00000 5750.00| 12000.00000 12000.00| 7500.00000 7500.00
TEMPORARY SOIL EROSION AND WATER | | |
POLLUTION CONTROL | | |
LETTING DATE : 07/02/03 MAINE DEPARTMENT OF TRANSPORTATION DATE : 07/02/03
PAGE : 6
COUNTIE(S): WALDO TABULATION OF BIDS
CONTRACT ID : 010141.00
=========
====================================================================================================================================
|( 4 ) 000416 |( 5 ) 000010 |( 6 ) 001195
|T BUCK CONSTRUCTION INC. |THOMAS DICENZO, INC. |VAUGHN THIBODEAU & SONS, INC.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0390 659.10 LUMP| 33099.00000 33099.00| 44400.00000 44400.00| 25000.00000 25000.00
MOBILIZATION | | |
SECTION TOTALS | $ 231,818.00| $ 245,447.00| $ 284,623.40
------------------------------------------+----------------------------+----------------------------+-------------------------------
CONTRACT TOTALS | $ 231,818.00| $ 245,447.00| $ 284,623.40
====================================================================================================================================
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