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LETTING DATE : 11/20/02 MAINE DEPARTMENT OF TRANSPORTATION DATE : 11/20/02
PAGE : 1
LOCATION : TABULATION OF BIDS
CONTRACT ID : 010573.00 COMPLETION DATE : 06/14/03
=========
PROJECT(S): NH-1057(300)E COUNTIE(S) : HANCOCK MAINE STATE DEPARTMENT OF TRANSPORTATION
A TRUE COPY : __________________________
TITLE : __________________________
ATTEST : ____________________________ CONTRACT DESCRIPTION : LEVEL 2 RESURFACING NOTARY PUBLIC
--------------------------------------------------------------------------------------------------------------------------
TOTAL % OVER
RANK VENDOR NO./NAME BID LOW BID
--------------------------------------------------------------------------------------------------------------------------
1 000010 THOMAS DICENZO, INC. $ 1,111,668.00 100.0000%
2 000022 THE LANE CONSTRUCTION CORP. $ 1,247,553.20 112.2235%
3 001195 VAUGHN THIBODEAU & SONS, INC. $ 1,491,411.16 134.1598%
4 000649 SARGENT & SARGENT, INC. $ 1,576,560.40 141.8194%
5 000855 BRIDGECORP $ 1,747,297.50 157.1780%
====================================================================================================================================
|( 1 ) 000010 |( 2 ) 000022 |( 3 ) 001195
|THOMAS DICENZO, INC. |THE LANE CONSTRUCTION CORP. |VAUGHN THIBODEAU & SONS, INC.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0001 HIGHWAY ITEMS
| | |
0010 202.203 616.000 M2 | 13.00000 8008.00| 10.00000 6160.00| 13.00000 8008.00
PAVEMENT BUTT JOINTS | | |
0020 203.204 4877.000 M | 10.50000 51208.50| 10.00000 48770.00| 52.49000 255993.73
NEW DITCH EXCAVATION | | |
0030 203.2041 866.000 M | 105.00000 90930.00| 125.00000 108250.00| 150.00000 129900.00
NEW DITCH EXCAVATION - LEDGE | | |
0040 304.102 9753.000 M3 | 15.00000 146295.00| 16.50000 160924.50| 19.37000 188915.61
AGGREGATE SUBBASE COURSE - GRAVEL (PIT | | |
MEASURE) | | |
0050 403.209 30.000 MG | 120.00000 3600.00| 100.00000 3000.00| 110.23000 3306.90
HOT MIX ASPHALT 9.5 MM(SIDEWALKS,DRIVES | | |
INCIDENTAL ) | | |
0060 403.210 6800.000 MG | 39.00000 265200.00| 42.90000 291720.00| 40.07000 272476.00
HOT MIX ASPHALT 9.5 MM NOMINAL MAX SIZE | | |
0070 403.211 3400.000 MG | 41.00000 139400.00| 42.90000 145860.00| 40.07000 136238.00
HOT MIX ASPHALT (SHIM) | | |
0080 403.213 32.000 MG | 80.00000 2560.00| 85.00000 2720.00| 40.07000 1282.24
HOT MIX ASPHALT 12.5 MM, BASE | | |
0090 409.15 11920.000 L | 1.00000 11920.00| 1.30000 15496.00| 1.15000 13708.00
BITUMINOUS TACK COAT APPLIED | | |
0100 504.069 2.000 EA | 250.00000 500.00| 250.00000 500.00| 400.00000 800.00
CONCRETE PIPE TIES | | |
LETTING DATE : 11/20/02 MAINE DEPARTMENT OF TRANSPORTATION DATE : 11/20/02
PAGE : 2
LOCATION : TABULATION OF BIDS
CONTRACT ID : 010573.00
=========
====================================================================================================================================
|( 1 ) 000010 |( 2 ) 000022 |( 3 ) 001195
|THOMAS DICENZO, INC. |THE LANE CONSTRUCTION CORP. |VAUGHN THIBODEAU & SONS, INC.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0110 603.16 220.700 M | 90.00000 19863.00| 107.00000 23614.90| 131.20000 28955.84
375 MM CULVERT PIPE OPTION I | | |
0120 603.169 21.000 M | 120.00000 2520.00| 160.00000 3360.00| 135.00000 2835.00
375 MM CULVERT PIPE OPTION III | | |
0130 603.17 103.100 M | 135.00000 13918.50| 110.00000 11341.00| 140.00000 14434.00
450 MM CULVERT PIPE OPTION I | | |
0140 603.171 6.000 M | 250.00000 1500.00| 270.00000 1620.00| 150.00000 900.00
450 MM CORRUGATED METAL PIPE | | |
0150 603.19 53.500 M | 140.00000 7490.00| 128.00000 6848.00| 160.00000 8560.00
600 MM CULVERT PIPE OPTION I | | |
0160 603.191 14.400 M | 250.00000 3600.00| 300.00000 4320.00| 160.00000 2304.00
600 MM CORRUGATED METAL PIPE | | |
0170 603.195 1.200 M | 500.00000 600.00| 500.00000 600.00| 600.00000 720.00
600 MM RCP CLASS III | | |
0180 603.199 96.800 M | 250.00000 24200.00| 300.00000 29040.00| 200.00000 19360.00
600 MM CULVERT PIPE OPTION III | | |
0190 603.201 3.000 M | 550.00000 1650.00| 310.00000 930.00| 300.00000 900.00
750 MM CORRUGATED METAL PIPE | | |
0200 604.167 1.000 EA | 300.00000 300.00| 200.00000 200.00| 650.00000 650.00
ALTER CATCH BASIN GRATE TO CASCADE | | |
0210 605.10 24.000 M | 75.00000 1800.00| 60.00000 1440.00| 100.00000 2400.00
150 MM UNDERDRAIN OUTLET | | |
0220 606.1721 4.000 EA | 1500.00000 6000.00| 712.00000 2848.00| 1440.00000 5760.00
BRIDGE TRANSITION - TYPE 1 | | |
0230 606.178 19.000 M | 22.00000 418.00| 25.00000 475.00| 23.62000 448.78
GUARDRAIL BEAM | | |
0240 606.23 1521.000 M | 32.00000 48672.00| 35.00000 53235.00| 36.38000 55333.98
GUARDRAIL TYPE 3C - SINGLE RAIL | | |
0250 606.231 141.000 M | 38.00000 5358.00| 45.00000 6345.00| 40.33000 5686.53
GUARDRAIL TYPE 3C - 4.5 M RADIUS AND | | |
LESS | | |
0260 606.265 19.000 EA | 30.00000 570.00| 35.30000 670.70| 60.00000 1140.00
TERMINAL END - SINGLE RAIL - GALVANIZED | | |
STEEL | | |
0270 606.35 70.000 EA | 30.00000 2100.00| 30.60000 2142.00| 30.00000 2100.00
GUARDRAIL DELINEATOR POST | | |
0280 606.357 3147.000 M | 12.00000 37764.00| 12.00000 37764.00| 25.20000 79304.40
GUARDRAIL, MODIFY, TYPE 3B | | |
0290 606.367 10.000 EA | 30.00000 300.00| 43.25000 432.50| 48.00000 480.00
REPLACE UNUSABLE EXISTING GUARDRAIL | | |
POSTS | | |
LETTING DATE : 11/20/02 MAINE DEPARTMENT OF TRANSPORTATION DATE : 11/20/02
PAGE : 3
LOCATION : TABULATION OF BIDS
CONTRACT ID : 010573.00
=========
====================================================================================================================================
|( 1 ) 000010 |( 2 ) 000022 |( 3 ) 001195
|THOMAS DICENZO, INC. |THE LANE CONSTRUCTION CORP. |VAUGHN THIBODEAU & SONS, INC.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0300 606.79 17.000 EA | 1350.00000 22950.00| 1250.00000 21250.00| 2280.00000 38760.00
GUARDRAIL 350 FLARED TERMINAL | | |
0310 609.31 1106.000 M | 17.00000 18802.00| 16.00000 17696.00| 13.12000 14510.72
CURB TYPE 3 | | |
0320 610.08 60.000 M3 | 40.00000 2400.00| 60.00000 3600.00| 70.00000 4200.00
PLAIN RIPRAP | | |
0330 610.18 737.000 M3 | 30.00000 22110.00| 41.00000 30217.00| 60.00000 44220.00
STONE DITCH PROTECTION | | |
0340 613.319 5852.000 M2 | 1.75000 10241.00| 1.80000 10533.60| 2.00000 11704.00
EROSION CONTROL BLANKET | | |
0350 618.1401 600.000 UN | 13.15000 7890.00| 12.50000 7500.00| 14.00000 8400.00
SEEDING METHOD NUMBER 2 - PLAN QUANTITY | | |
0360 619.1201 600.000 UN | 6.30000 3780.00| 6.00000 3600.00| 7.00000 4200.00
MULCH - PLAN QUANTITY | | |
0370 620.58 2600.000 M2 | 2.00000 5200.00| 2.30000 5980.00| 3.00000 7800.00
EROSION CONTROL GEOTEXTILE | | |
0380 627.76 LUMP| 6000.00000 6000.00| 5000.00000 5000.00| 10000.00000 10000.00
TEMPORARY PAVEMENT MARKING LINE, WHITE | | |
OR YELLOW | | |
0390 629.05 30.000 MH | 25.00000 750.00| 21.00000 630.00| 27.00000 810.00
HAND LABOR, STRAIGHT TIME | | |
0400 631.12 25.000 HR | 80.00000 2000.00| 90.00000 2250.00| 105.00000 2625.00
ALL PURPOSE EXCAVATOR (INCLUDING | | |
OPERATOR) | | |
0410 631.172 50.000 HR | 40.00000 2000.00| 44.00000 2200.00| 45.00000 2250.00
TRUCK - LARGE (INCLUDING OPERATOR) | | |
0420 631.18 10.000 HR | 30.00000 300.00| 27.00000 270.00| 27.00000 270.00
CHAIN SAW RENTAL (INCLUDING OPERATOR) | | |
0430 631.32 10.000 HR | 100.00000 1000.00| 120.00000 1200.00| 125.00000 1250.00
CULVERT CLEANER (INCLUDING OPERATOR) | | |
0440 639.18 1.000 EA | 6000.00000 6000.00| 10000.00000 10000.00| 5000.00000 5000.00
FIELD OFFICE TYPE A | | |
0450 652.39 LUMP| 50000.00000 50000.00| 45000.00000 45000.00| 40000.00000 40000.00
WORK ZONE TRAFFIC CONTROL | | |
0460 656.75 LUMP| 10000.00000 10000.00| 20000.00000 20000.00| 22500.00000 22500.00
TEMPORARY SOIL EROSION AND WATER | | |
POLLUTION CONTROL | | |
0470 659.10 LUMP| 42000.00000 42000.00| 90000.00000 90000.00| 30010.43000 30010.43
MOBILIZATION | | |
SECTION TOTALS | $ 1,111,668.00| $ 1,247,553.20| $ 1,491,411.16
------------------------------------------+----------------------------+----------------------------+-------------------------------
CONTRACT TOTALS | $ 1,111,668.00| $ 1,247,553.20| $ 1,491,411.16
====================================================================================================================================
LETTING DATE : 11/20/02 MAINE DEPARTMENT OF TRANSPORTATION DATE : 11/20/02
PAGE : 4
LOCATION : TABULATION OF BIDS
CONTRACT ID : 010573.00
=========
====================================================================================================================================
|( 4 ) 000649 |( 5 ) 000855 |( )
|SARGENT & SARGENT, INC. |BRIDGECORP |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0001 HIGHWAY ITEMS
| | |
0010 202.203 616.000 M2 | 12.00000 7392.00| 12.00000 7392.00|
PAVEMENT BUTT JOINTS | | |
0020 203.204 4877.000 M | 20.00000 97540.00| 45.00000 219465.00|
NEW DITCH EXCAVATION | | |
0030 203.2041 866.000 M | 120.00000 103920.00| 115.00000 99590.00|
NEW DITCH EXCAVATION - LEDGE | | |
0040 304.102 9753.000 M3 | 32.00000 312096.00| 25.00000 243825.00|
AGGREGATE SUBBASE COURSE - GRAVEL (PIT | | |
MEASURE) | | |
0050 403.209 30.000 MG | 100.00000 3000.00| 250.00000 7500.00|
HOT MIX ASPHALT 9.5 MM(SIDEWALKS,DRIVES | | |
INCIDENTAL ) | | |
0060 403.210 6800.000 MG | 42.00000 285600.00| 41.00000 278800.00|
HOT MIX ASPHALT 9.5 MM NOMINAL MAX SIZE | | |
0070 403.211 3400.000 MG | 42.00000 142800.00| 41.00000 139400.00|
HOT MIX ASPHALT (SHIM) | | |
0080 403.213 32.000 MG | 92.00000 2944.00| 41.00000 1312.00|
HOT MIX ASPHALT 12.5 MM, BASE | | |
0090 409.15 11920.000 L | 1.30000 15496.00| 1.25000 14900.00|
BITUMINOUS TACK COAT APPLIED | | |
0100 504.069 2.000 EA | 250.00000 500.00| 330.00000 660.00|
CONCRETE PIPE TIES | | |
0110 603.16 220.700 M | 72.00000 15890.40| 72.00000 15890.40|
375 MM CULVERT PIPE OPTION I | | |
0120 603.169 21.000 M | 72.00000 1512.00| 77.00000 1617.00|
375 MM CULVERT PIPE OPTION III | | |
0130 603.17 103.100 M | 100.00000 10310.00| 85.00000 8763.50|
450 MM CULVERT PIPE OPTION I | | |
0140 603.171 6.000 M | 150.00000 900.00| 460.00000 2760.00|
450 MM CORRUGATED METAL PIPE | | |
0150 603.19 53.500 M | 120.00000 6420.00| 80.00000 4280.00|
600 MM CULVERT PIPE OPTION I | | |
0160 603.191 14.400 M | 120.00000 1728.00| 590.00000 8496.00|
600 MM CORRUGATED METAL PIPE | | |
0170 603.195 1.200 M | 500.00000 600.00| 1000.00000 1200.00|
600 MM RCP CLASS III | | |
0180 603.199 96.800 M | 120.00000 11616.00| 100.00000 9680.00|
600 MM CULVERT PIPE OPTION III | | |
0190 603.201 3.000 M | 750.00000 2250.00| 940.00000 2820.00|
750 MM CORRUGATED METAL PIPE | | |
LETTING DATE : 11/20/02 MAINE DEPARTMENT OF TRANSPORTATION DATE : 11/20/02
PAGE : 5
LOCATION : TABULATION OF BIDS
CONTRACT ID : 010573.00
=========
====================================================================================================================================
|( 4 ) 000649 |( 5 ) 000855 |( )
|SARGENT & SARGENT, INC. |BRIDGECORP |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0200 604.167 1.000 EA | 450.00000 450.00| 500.00000 500.00|
ALTER CATCH BASIN GRATE TO CASCADE | | |
0210 605.10 24.000 M | 120.00000 2880.00| 220.00000 5280.00|
150 MM UNDERDRAIN OUTLET | | |
0220 606.1721 4.000 EA | 1500.00000 6000.00| 1700.00000 6800.00|
BRIDGE TRANSITION - TYPE 1 | | |
0230 606.178 19.000 M | 24.00000 456.00| 25.00000 475.00|
GUARDRAIL BEAM | | |
0240 606.23 1521.000 M | 36.00000 54756.00| 35.00000 53235.00|
GUARDRAIL TYPE 3C - SINGLE RAIL | | |
0250 606.231 141.000 M | 36.00000 5076.00| 40.00000 5640.00|
GUARDRAIL TYPE 3C - 4.5 M RADIUS AND | | |
LESS | | |
0260 606.265 19.000 EA | 60.00000 1140.00| 35.00000 665.00|
TERMINAL END - SINGLE RAIL - GALVANIZED | | |
STEEL | | |
0270 606.35 70.000 EA | 30.00000 2100.00| 35.00000 2450.00|
GUARDRAIL DELINEATOR POST | | |
0280 606.357 3147.000 M | 25.00000 78675.00| 14.00000 44058.00|
GUARDRAIL, MODIFY, TYPE 3B | | |
0290 606.367 10.000 EA | 60.00000 600.00| 35.00000 350.00|
REPLACE UNUSABLE EXISTING GUARDRAIL | | |
POSTS | | |
0300 606.79 17.000 EA | 2000.00000 34000.00| 1500.00000 25500.00|
GUARDRAIL 350 FLARED TERMINAL | | |
0310 609.31 1106.000 M | 12.00000 13272.00| 25.00000 27650.00|
CURB TYPE 3 | | |
0320 610.08 60.000 M3 | 50.00000 3000.00| 165.00000 9900.00|
PLAIN RIPRAP | | |
0330 610.18 737.000 M3 | 45.00000 33165.00| 50.00000 36850.00|
STONE DITCH PROTECTION | | |
0340 613.319 5852.000 M2 | 3.00000 17556.00| 1.80000 10533.60|
EROSION CONTROL BLANKET | | |
0350 618.1401 600.000 UN | 15.00000 9000.00| 30.00000 18000.00|
SEEDING METHOD NUMBER 2 - PLAN QUANTITY | | |
0360 619.1201 600.000 UN | 8.00000 4800.00| 55.00000 33000.00|
MULCH - PLAN QUANTITY | | |
0370 620.58 2600.000 M2 | 4.00000 10400.00| 2.25000 5850.00|
EROSION CONTROL GEOTEXTILE | | |
0380 627.76 LUMP| 10000.00000 10000.00| 3600.00000 3600.00|
TEMPORARY PAVEMENT MARKING LINE, WHITE | | |
OR YELLOW | | |
LETTING DATE : 11/20/02 MAINE DEPARTMENT OF TRANSPORTATION DATE : 11/20/02
PAGE : 6
LOCATION : TABULATION OF BIDS
CONTRACT ID : 010573.00
=========
====================================================================================================================================
|( 4 ) 000649 |( 5 ) 000855 |( )
|SARGENT & SARGENT, INC. |BRIDGECORP |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0390 629.05 30.000 MH | 24.00000 720.00| 22.00000 660.00|
HAND LABOR, STRAIGHT TIME | | |
0400 631.12 25.000 HR | 100.00000 2500.00| 100.00000 2500.00|
ALL PURPOSE EXCAVATOR (INCLUDING | | |
OPERATOR) | | |
0410 631.172 50.000 HR | 50.00000 2500.00| 50.00000 2500.00|
TRUCK - LARGE (INCLUDING OPERATOR) | | |
0420 631.18 10.000 HR | 30.00000 300.00| 25.00000 250.00|
CHAIN SAW RENTAL (INCLUDING OPERATOR) | | |
0430 631.32 10.000 HR | 120.00000 1200.00| 170.00000 1700.00|
CULVERT CLEANER (INCLUDING OPERATOR) | | |
0440 639.18 1.000 EA | 5000.00000 5000.00| 6000.00000 6000.00|
FIELD OFFICE TYPE A | | |
0450 652.39 LUMP| 42000.00000 42000.00| 90000.00000 90000.00|
WORK ZONE TRAFFIC CONTROL | | |
0460 656.75 LUMP| 55000.00000 55000.00| 25000.00000 25000.00|
TEMPORARY SOIL EROSION AND WATER | | |
POLLUTION CONTROL | | |
0470 659.10 LUMP| 157500.00000 157500.00| 260000.00000 260000.00|
MOBILIZATION | | |
SECTION TOTALS | $ 1,576,560.40| $ 1,747,297.50| $ 0.00
------------------------------------------+----------------------------+----------------------------+-------------------------------
CONTRACT TOTALS | $ 1,576,560.40| $ 1,747,297.50| $
====================================================================================================================================