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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 : 010201.00 COMPLETION DATE : 10/25/03
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PROJECT(S): STP-1020(100)X COUNTIE(S) : HANCOCK MAINE STATE DEPARTMENT OF TRANSPORTATION
STP-1057(400)X
A TRUE COPY : __________________________
TITLE : __________________________
ATTEST : ____________________________ CONTRACT DESCRIPTION : CHIP NOTARY PUBLIC
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TOTAL % OVER
RANK VENDOR NO./NAME BID LOW BID
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1 001195 VAUGHN THIBODEAU & SONS, INC. $ 3,514,771.38 100.0000%
2 000022 THE LANE CONSTRUCTION CORP. $ 3,641,480.10 103.6050%
3 000010 THOMAS DICENZO, INC. $ 4,511,831.50 128.3677%
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|( 1 ) 001195 |( 2 ) 000022 |( 3 ) 000010
|VAUGHN THIBODEAU & SONS, IN |THE LANE CONSTRUCTION CORP. |THOMAS DICENZO, INC.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0001 HIGHWAY ITEMS
| | |
0010 201.11 0.600 HA | 16000.00000 9600.00| 12500.00000 7500.00| 6000.00000 3600.00
CLEARING | | |
0020 201.23 23.000 EA | 350.00000 8050.00| 400.00000 9200.00| 500.00000 11500.00
REMOVING SINGLE TREE TOP ONLY | | |
0030 201.24 30.000 EA | 230.00000 6900.00| 120.00000 3600.00| 150.00000 4500.00
REMOVING STUMP | | |
0040 202.127 19503.000 LS | 68498.00000 68498.00| 55000.00000 55000.00| 80000.00000 80000.00
REMOVE EXISTING BITUMINOUS PAVEMENT | | |
0050 202.203 593.000 M2 | 13.80000 8183.40| 12.00000 7116.00| 20.00000 11860.00
PAVEMENT BUTT JOINTS | | |
0070 203.2001 2407.000 M3 | 12.00000 28884.00| 12.00000 28884.00| 13.00000 31291.00
COMMON EXCAVATION - PLAN QUANTITY | | |
0080 203.21 49.000 M3 | 60.00000 2940.00| 200.00000 9800.00| 75.00000 3675.00
ROCK EXCAVATION | | |
0090 211.20 100.000 M | 10.00000 1000.00| 9.00000 900.00| 9.00000 900.00
INSLOPE EXCAVATION | | |
0100 211.30 15921.000 M | 7.30000 116223.30| 11.00000 175131.00| 12.00000 191052.00
DITCH EXCAVATION | | |
0110 211.41 434.000 M | 115.00000 49910.00| 120.00000 52080.00| 200.00000 86800.00
NEW DITCH EXCAVATION - LEDGE | | |
0120 304.102 23302.000 M3 | 20.50000 477691.00| 17.00000 396134.00| 18.00000 419436.00
AGGREGATE SUBBASE COURSE - GRAVEL (PIT | | |
MEASURE) | | |
LETTING DATE : 02/19/03 MAINE DEPARTMENT OF TRANSPORTATION DATE : 02/19/03
PAGE : 2
LOCATION : TABULATION OF BIDS
CONTRACT ID : 010201.00
=========
====================================================================================================================================
|( 1 ) 001195 |( 2 ) 000022 |( 3 ) 000010
|VAUGHN THIBODEAU & SONS, IN |THE LANE CONSTRUCTION CORP. |THOMAS DICENZO, INC.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0130 310.14 125015.000 M2 | 4.54000 567568.10| 5.35000 668830.25| 6.00000 750090.00
COLD-IN-PLACE RECYCLING | | |
0140 403.209 165.280 MG | 100.00000 16528.00| 95.00000 15701.60| 90.00000 14875.20
HOT MIX ASPHALT 9.5 MM(SIDEWALKS,DRIVES | | |
INCIDENTAL ) | | |
0150 403.210 11325.000 MG | 43.50000 492637.50| 43.00000 486975.00| 52.50000 594562.50
HOT MIX ASPHALT 9.5 MM NOMINAL MAX SIZE | | |
0160 403.213 15445.000 MG | 43.50000 671857.50| 43.00000 664135.00| 52.50000 810862.50
HOT MIX ASPHALT 12.5 MM, BASE | | |
0170 409.15 16380.000 L | 1.28000 20966.40| 1.30000 21294.00| 4.00000 65520.00
BITUMINOUS TACK COAT APPLIED | | |
0180 502.36 3.000 LS | 47500.00000 47500.00| 35000.00000 35000.00| 150000.00000 150000.00
STRUCTURAL CONCRETE, EXISTING STRUCTURE | | |
MODIFICATION | | |
0190 603.16 746.000 M | 95.00000 70870.00| 90.00000 67140.00| 100.00000 74600.00
375 MM CULVERT PIPE OPTION I | | |
0200 603.161 14.800 M | 203.00000 3004.40| 150.00000 2220.00| 150.00000 2220.00
375 MM CORRUGATED METAL PIPE | | |
0210 603.169 384.600 M | 123.00000 47305.80| 200.00000 76920.00| 140.00000 53844.00
375 MM CULVERT PIPE OPTION III | | |
0220 603.17 108.000 M | 133.00000 14364.00| 100.00000 10800.00| 145.00000 15660.00
450 MM CULVERT PIPE OPTION I | | |
0230 603.171 3.600 M | 253.00000 910.80| 250.00000 900.00| 250.00000 900.00
450 MM CORRUGATED METAL PIPE | | |
0240 603.179 181.000 M | 133.00000 24073.00| 240.00000 43440.00| 190.00000 34390.00
450 MM CULVERT PIPE OPTION III | | |
0250 603.191 6.000 M | 303.00000 1818.00| 300.00000 1800.00| 240.00000 1440.00
600 MM CORRUGATED METAL PIPE | | |
0260 603.199 31.000 M | 203.00000 6293.00| 270.00000 8370.00| 250.00000 7750.00
600 MM CULVERT PIPE OPTION III | | |
0270 603.211 4.400 M | 553.00000 2433.20| 320.00000 1408.00| 300.00000 1320.00
900 MM CORRUGATED METAL PIPE | | |
0280 603.231 16.200 M | 653.00000 10578.60| 470.00000 7614.00| 540.00000 8748.00
1200 MM CORRUGATED METAL PIPE | | |
0290 604.072 12.000 EA | 2300.00000 27600.00| 1700.00000 20400.00| 2400.00000 28800.00
CATCH BASIN TYPE A1-C | | |
0300 604.092 2.000 EA | 2300.00000 4600.00| 1400.00000 2800.00| 2400.00000 4800.00
CATCH BASIN TYPE B1-C | | |
0310 604.166 2.000 EA | 1000.00000 2000.00| 1400.00000 2800.00| 2100.00000 4200.00
REBUILDING MANHOLE | | |
0320 604.18 4.000 EA | 500.00000 2000.00| 350.00000 1400.00| 550.00000 2200.00
ADJUSTING MANHOLE OR CATCH BASIN TO | | |
GRADE | | |
LETTING DATE : 02/19/03 MAINE DEPARTMENT OF TRANSPORTATION DATE : 02/19/03
PAGE : 3
LOCATION : TABULATION OF BIDS
CONTRACT ID : 010201.00
=========
====================================================================================================================================
|( 1 ) 001195 |( 2 ) 000022 |( 3 ) 000010
|VAUGHN THIBODEAU & SONS, IN |THE LANE CONSTRUCTION CORP. |THOMAS DICENZO, INC.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0330 604.245 1.000 EA | 2000.00000 2000.00| 900.00000 900.00| 2000.00000 2000.00
CATCH BASIN TYPE F4-C | | |
0340 605.09 176.000 M | 70.00000 12320.00| 99.00000 17424.00| 95.00000 16720.00
150 MM UNDERDRAIN TYPE B | | |
0350 605.10 6.000 M | 93.00000 558.00| 99.00000 594.00| 95.00000 570.00
150 MM UNDERDRAIN OUTLET | | |
0360 605.12 609.000 M | 113.00000 68817.00| 125.00000 76125.00| 130.00000 79170.00
375 MM UNDERDRAIN TYPE C | | |
0370 606.17 553.000 M | 35.00000 19355.00| 35.00000 19355.00| 32.60000 18027.80
GUARDRAIL TYPE 3B - SINGLE RAIL | | |
0380 606.21 22.900 M | 38.00000 870.20| 40.00000 916.00| 52.50000 1202.25
GUARDRAIL TYPE 3B - 4.5 M RADIUS OR LES | | |
0390 606.265 5.000 EA | 55.00000 275.00| 25.00000 125.00| 52.50000 262.50
TERMINAL END - SINGLE RAIL - GALVANIZED | | |
STEEL | | |
0400 606.35 57.000 EA | 28.00000 1596.00| 25.00000 1425.00| 26.25000 1496.25
GUARDRAIL DELINEATOR POST | | |
0410 606.47 15.000 EA | 39.00000 585.00| 20.00000 300.00| 36.75000 551.25
SINGLE WOOD POST | | |
0420 606.74 8.000 M | 343.00000 2744.00| 250.00000 2000.00| 330.00000 2640.00
GUARDRAIL TYPE 3 - SINGLE RAIL BRIDGE | | |
MOUNTED | | |
0430 606.76 11.000 EA | 1595.00000 17545.00| 1200.00000 13200.00| 1525.00000 16775.00
MODIFIED ECCENTRIC LOADER TERMINAL | | |
0440 609.11 470.100 M | 84.00000 39488.40| 87.60000 41180.76| 88.00000 41368.80
VERTICAL CURB TYPE 1 | | |
0450 609.234 28.000 EA | 120.00000 3360.00| 120.00000 3360.00| 110.00000 3080.00
TERMINAL CURB TYPE 1 - 1.2 METER | | |
0460 609.237 24.000 EA | 170.00000 4080.00| 175.00000 4200.00| 170.00000 4080.00
TERMINAL CURB TYPE 1 - 2.1 METER | | |
0470 609.31 2161.000 M | 15.00000 32415.00| 16.00000 34576.00| 15.00000 32415.00
CURB TYPE 3 | | |
0480 609.50 606.000 M | 6.50000 3939.00| 6.90000 4181.40| 7.00000 4242.00
CONCRETE BASE FOR CURBING | | |
0490 610.08 162.000 M3 | 45.80000 7419.60| 60.00000 9720.00| 40.00000 6480.00
PLAIN RIPRAP | | |
0500 610.18 2202.000 M3 | 39.23000 86384.46| 45.00000 99090.00| 40.00000 88080.00
STONE DITCH PROTECTION | | |
0510 613.319 19032.000 M2 | 1.75000 33306.00| 1.80000 34257.60| 2.50000 47580.00
EROSION CONTROL BLANKET | | |
0520 615.07 110.000 M3 | 39.27000 4319.70| 40.00000 4400.00| 50.00000 5500.00
LOAM | | |
LETTING DATE : 02/19/03 MAINE DEPARTMENT OF TRANSPORTATION DATE : 02/19/03
PAGE : 4
LOCATION : TABULATION OF BIDS
CONTRACT ID : 010201.00
=========
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|( 1 ) 001195 |( 2 ) 000022 |( 3 ) 000010
|VAUGHN THIBODEAU & SONS, IN |THE LANE CONSTRUCTION CORP. |THOMAS DICENZO, INC.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0530 618.1401 1101.000 UN | 13.75000 15138.75| 12.00000 13212.00| 12.60000 13872.60
SEEDING METHOD NUMBER 2 - PLAN QUANTITY | | |
0540 619.1201 1101.000 UN | 7.27000 8004.27| 6.49000 7145.49| 6.85000 7541.85
MULCH - PLAN QUANTITY | | |
0550 620.58 7710.000 M2 | 2.10000 16191.00| 2.00000 15420.00| 3.00000 23130.00
EROSION CONTROL GEOTEXTILE | | |
0560 627.76 LUMP| 10000.00000 10000.00| 5000.00000 5000.00| 24150.00000 24150.00
TEMPORARY PAVEMENT MARKING LINE, WHITE | | |
OR YELLOW | | |
0570 629.05 80.000 HR | 25.00000 2000.00| 21.00000 1680.00| 25.00000 2000.00
HAND LABOR, STRAIGHT TIME | | |
0580 631.12 150.000 HR | 125.00000 18750.00| 90.00000 13500.00| 110.00000 16500.00
ALL PURPOSE EXCAVATOR (INCLUDING | | |
OPERATOR) | | |
0590 631.172 300.000 HR | 45.00000 13500.00| 45.00000 13500.00| 45.00000 13500.00
TRUCK - LARGE (INCLUDING OPERATOR) | | |
0600 631.18 100.000 HR | 28.00000 2800.00| 27.00000 2700.00| 35.00000 3500.00
CHAIN SAW RENTAL (INCLUDING OPERATOR) | | |
0610 631.32 10.000 HR | 100.00000 1000.00| 120.00000 1200.00| 200.00000 2000.00
CULVERT CLEANER (INCLUDING OPERATOR) | | |
0620 639.19 1.000 EA | 15000.00000 15000.00| 8000.00000 8000.00| 5000.00000 5000.00
FIELD OFFICE TYPE B | | |
0630 639.21 LUMP| 10000.00000 10000.00| 2500.00000 2500.00| 5000.00000 5000.00
TESTING FACILITIES SOILS | | |
0640 652.39 LUMP| 15000.00000 15000.00| 130000.00000 130000.00| 100000.00000 100000.00
WORK ZONE TRAFFIC CONTROL | | |
0650 656.75 LUMP| 10000.00000 10000.00| 24000.00000 24000.00| 50000.00000 50000.00
TEMPORARY SOIL EROSION AND WATER | | |
POLLUTION CONTROL | | |
0660 659.10 LUMP| 222222.00000 222222.00| 150000.00000 150000.00| 400000.00000 400000.00
MOBILIZATION | | |
0670 660.21 1000.000 HR | 1.00000 1000.00| 1.00000 1000.00| 2.00000 2000.00
ON-THE-JOB TRAINING (BID) | | |
SECTION TOTALS | $ 3,514,771.38| $ 3,641,480.10| $ 4,511,831.50
------------------------------------------+----------------------------+----------------------------+-------------------------------
CONTRACT TOTALS | $ 3,514,771.38| $ 3,641,480.10| $ 4,511,831.50
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