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LETTING DATE : 12/18/02 MAINE DEPARTMENT OF TRANSPORTATION DATE : 10/15/03
PAGE : 1
COUNTIE(S): PENOBSCOT TABULATION OF BIDS
CONTRACT ID : 009193.00 COMPLETION DATE : 09/26/03
=========
PROJECT(S): STP-9193(00)X LOCATION(S): LINCOLN MAINE STATE DEPARTMENT OF TRANSPORTATION
A TRUE COPY : __________________________
TITLE : __________________________
ATTEST : ____________________________ CONTRACT DESCRIPTION : RURAL HIGHWAY REHABILITATION NOTARY PUBLIC
--------------------------------------------------------------------------------------------------------------------------
TOTAL % OVER
RANK VENDOR NO./NAME BID LOW BID
--------------------------------------------------------------------------------------------------------------------------
1 001195 VAUGHN THIBODEAU & SONS, INC. $ 1,157,190.20 100.0000%
2 000022 THE LANE CONSTRUCTION CORP. $ 1,252,704.00 108.2539%
3 000164 C P M CONSTRUCTORS $ 1,266,090.65 109.4108%
4 000649 SARGENT & SARGENT, INC. $ 1,389,841.00 120.1048%
5 000855 BRIDGECORP $ 1,396,499.30 120.6802%
6 000010 THOMAS DICENZO, INC. $ 1,599,768.50 138.2459%
====================================================================================================================================
|( 1 ) 001195 |( 2 ) 000022 |( 3 ) 000164
|VAUGHN THIBODEAU & SONS, IN |THE LANE CONSTRUCTION CORP. |C P M CONSTRUCTORS
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0001 HIGHWAY ITEMS
| | |
0010 201.23 1.000 EA | 1000.00000 1000.00| 300.00000 300.00| 1000.00000 1000.00
REMOVING SINGLE TREE TOP ONLY | | |
0020 201.24 1.000 EA | 500.00000 500.00| 300.00000 300.00| 250.00000 250.00
REMOVING STUMP | | |
0030 202.11 2900.000 M2 | 4.44000 12876.00| 20.00000 58000.00| 10.00000 29000.00
REMOVING PORTLAND CEMENT CONCRETE | | |
PAVEMENT | | |
0040 202.15 6.000 EA | 500.00000 3000.00| 850.00000 5100.00| 500.00000 3000.00
REMOVING MANHOLE OR CATCH BASIN | | |
0050 202.202 900.000 M2 | 4.45000 4005.00| 6.00000 5400.00| 5.00000 4500.00
REMOVING PAVEMENT SURFACE | | |
0060 203.20 4010.000 M3 | 14.50000 58145.00| 9.00000 36090.00| 13.00000 52130.00
COMMON EXCAVATION | | |
0070 203.21 50.000 M3 | 327.00000 16350.00| 150.00000 7500.00| 75.00000 3750.00
ROCK EXCAVATION | | |
0080 203.2312 LUMP| 2000.00000 2000.00| 5000.00000 5000.00| 10000.00000 10000.00
HEALTH AND SAFETY PLAN | | |
0090 203.2333 53.000 MG | 220.00000 11660.00| 85.00000 4505.00| 125.00000 6625.00
DISPOSAL OF SPECIAL EXCAVATION | | |
0100 203.25 50.000 M3 | 24.00000 1200.00| 12.00000 600.00| 35.00000 1750.00
GRANULAR BORROW | | |
LETTING DATE : 12/18/02 MAINE DEPARTMENT OF TRANSPORTATION DATE : 10/15/03
PAGE : 2
COUNTIE(S): PENOBSCOT TABULATION OF BIDS
CONTRACT ID : 009193.00
=========
====================================================================================================================================
|( 1 ) 001195 |( 2 ) 000022 |( 3 ) 000164
|VAUGHN THIBODEAU & SONS, IN |THE LANE CONSTRUCTION CORP. |C P M CONSTRUCTORS
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0110 206.061 50.000 M3 | 45.00000 2250.00| 20.00000 1000.00| 25.00000 1250.00
STRUCTURAL EARTH EXCAVATION - DRAINAGE | | |
AND MINOR STRUCTURES, BELOW GRADE | | |
0120 304.10 4200.000 M3 | 19.00000 79800.00| 18.00000 75600.00| 25.00000 105000.00
AGGREGATE SUBBASE COURSE - GRAVEL | | |
0130 307.331 4500.000 M2 | 2.10000 9450.00| 3.10000 13950.00| 5.00000 22500.00
COLD IN-PLACE RECYCLED PAVEMENT | | |
(UNTREATED) | | |
0140 403.207 1175.000 MG | 40.00000 47000.00| 44.50000 52287.50| 40.00000 47000.00
HOT MIX ASPHALT 19.0 MM NOMINAL MAX SIZ | | |
0150 403.208 1113.000 MG | 40.00000 44520.00| 44.50000 49528.50| 40.00000 44520.00
HOT MIX ASPHALT 12.5 MM, SURFACE | | |
0160 403.209 330.000 MG | 110.00000 36300.00| 100.00000 33000.00| 110.00000 36300.00
HOT MIX ASPHALT 9.5 MM(SIDEWALKS,DRIVES | | |
INCIDENTAL ) | | |
0170 403.211 100.000 MG | 60.00000 6000.00| 48.00000 4800.00| 60.00000 6000.00
HOT MIX ASPHALT (SHIM) | | |
0180 403.213 1012.000 MG | 40.00000 40480.00| 44.50000 45034.00| 40.00000 40480.00
HOT MIX ASPHALT 12.5 MM, BASE | | |
0190 409.15 1100.000 L | 1.55000 1705.00| 1.30000 1430.00| 1.30000 1430.00
BITUMINOUS TACK COAT APPLIED | | |
0200 603.05 32.000 M | 225.00000 7200.00| 80.00000 2560.00| 95.00000 3040.00
150 MM PVC DRAIN SERVICE | | |
0210 603.159 150.000 M | 164.00000 24600.00| 180.00000 27000.00| 135.00000 20250.00
300 MM CULVERT PIPE OPTION III | | |
0220 603.169 63.000 M | 200.00000 12600.00| 180.00000 11340.00| 165.00000 10395.00
375 MM CULVERT PIPE OPTION III | | |
0230 603.179 79.000 M | 210.00000 16590.00| 190.00000 15010.00| 175.00000 13825.00
450 MM CULVERT PIPE OPTION III | | |
0240 603.199 78.000 M | 230.00000 17940.00| 195.00000 15210.00| 195.00000 15210.00
600 MM CULVERT PIPE OPTION III | | |
0250 603.209 26.000 M | 325.00000 8450.00| 250.00000 6500.00| 235.00000 6110.00
750 MM CULVERT PIPE OPTION III | | |
0260 603.219 300.000 M | 332.00000 99600.00| 350.00000 105000.00| 255.00000 76500.00
900 MM CULVERT PIPE OPTION III | | |
0270 603.76 1.000 EA | 850.00000 850.00| 325.00000 325.00| 250.00000 250.00
300 MM INLET GRATE UNIT | | |
0280 603.77 2.000 EA | 850.00000 1700.00| 325.00000 650.00| 260.00000 520.00
375 MM INLET GRATE UNIT | | |
0290 603.78 1.000 EA | 850.00000 850.00| 325.00000 325.00| 325.00000 325.00
450 MM INLET GRATE UNIT | | |
LETTING DATE : 12/18/02 MAINE DEPARTMENT OF TRANSPORTATION DATE : 10/15/03
PAGE : 3
COUNTIE(S): PENOBSCOT TABULATION OF BIDS
CONTRACT ID : 009193.00
=========
====================================================================================================================================
|( 1 ) 001195 |( 2 ) 000022 |( 3 ) 000164
|VAUGHN THIBODEAU & SONS, IN |THE LANE CONSTRUCTION CORP. |C P M CONSTRUCTORS
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0300 604.072 13.000 EA | 2400.00000 31200.00| 2700.00000 35100.00| 2500.00000 32500.00
CATCH BASIN TYPE A1-C | | |
0310 604.092 11.000 EA | 2400.00000 26400.00| 2700.00000 29700.00| 2300.00000 25300.00
CATCH BASIN TYPE B1-C | | |
0320 604.096 2.000 EA | 3200.00000 6400.00| 3000.00000 6000.00| 3200.00000 6400.00
1500 MM CATCH BASIN TYPE B1-C | | |
0330 604.097 1.000 EA | 3600.00000 3600.00| 3500.00000 3500.00| 3800.00000 3800.00
1800 MM CATCH BASIN TYPE B1-C | | |
0340 604.15 2.000 EA | 2200.00000 4400.00| 3800.00000 7600.00| 3200.00000 6400.00
MANHOLE | | |
0350 604.153 4.000 EA | 3500.00000 14000.00| 3000.00000 12000.00| 3200.00000 12800.00
1500 MM MANHOLE | | |
0360 604.154 3.000 EA | 3800.00000 11400.00| 3000.00000 9000.00| 4500.00000 13500.00
1800 MM MANHOLE | | |
0370 604.16 2.000 EA | 1000.00000 2000.00| 800.00000 1600.00| 800.00000 1600.00
ALTERING CATCH BASIN TO MANHOLES | | |
0380 604.161 3.000 EA | 1000.00000 3000.00| 600.00000 1800.00| 800.00000 2400.00
ALTERING CATCH BASIN | | |
0390 604.247 2.000 EA | 1550.00000 3100.00| 1800.00000 3600.00| 1500.00000 3000.00
CATCH BASIN TYPE F5-C | | |
0400 605.09 900.000 M | 80.00000 72000.00| 60.00000 54000.00| 90.00000 81000.00
150 MM UNDERDRAIN TYPE B | | |
0410 605.11 119.000 M | 131.00000 15589.00| 69.00000 8211.00| 120.00000 14280.00
300 MM UNDERDRAIN TYPE C | | |
0420 605.12 311.000 M | 135.00000 41985.00| 75.00000 23325.00| 130.00000 40430.00
375 MM UNDERDRAIN TYPE C | | |
0430 605.13 20.000 M | 139.00000 2780.00| 75.00000 1500.00| 160.00000 3200.00
450 MM UNDERDRAIN TYPE C | | |
0440 605.15 25.000 M | 145.00000 3625.00| 100.00000 2500.00| 180.00000 4500.00
600 MM UNDERDRAIN TYPE C | | |
0450 609.11 219.000 M | 98.00000 21462.00| 70.00000 15330.00| 77.00000 16863.00
VERTICAL CURB TYPE 1 | | |
0460 609.12 71.000 M | 103.00000 7313.00| 118.00000 8378.00| 108.00000 7668.00
VERTICAL CURB TYPE 1 - CIRCULAR | | |
0470 609.234 19.000 EA | 103.00000 1957.00| 200.00000 3800.00| 127.00000 2413.00
TERMINAL CURB TYPE 1 - 1.2 METER | | |
0480 609.238 29.000 EA | 103.00000 2987.00| 400.00000 11600.00| 250.00000 7250.00
TERMINAL CURB TYPE 1 - 2.4 M | | |
0490 609.31 770.000 M | 13.00000 10010.00| 16.00000 12320.00| 13.00000 10010.00
CURB TYPE 3 | | |
0500 609.38 421.000 M | 55.00000 23155.00| 55.00000 23155.00| 34.45000 14503.45
RESET CURB TYPE 1 | | |
LETTING DATE : 12/18/02 MAINE DEPARTMENT OF TRANSPORTATION DATE : 10/15/03
PAGE : 4
COUNTIE(S): PENOBSCOT TABULATION OF BIDS
CONTRACT ID : 009193.00
=========
====================================================================================================================================
|( 1 ) 001195 |( 2 ) 000022 |( 3 ) 000164
|VAUGHN THIBODEAU & SONS, IN |THE LANE CONSTRUCTION CORP. |C P M CONSTRUCTORS
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0510 610.08 46.000 M3 | 62.00000 2852.00| 60.00000 2760.00| 85.00000 3910.00
PLAIN RIPRAP | | |
0520 612.06 243.000 M2 | 4.00000 972.00| 5.00000 1215.00| 3.50000 850.50
BITUMINOUS SEALING - BLACK | | |
0530 615.07 260.000 M3 | 30.00000 7800.00| 45.00000 11700.00| 55.00000 14300.00
LOAM | | |
0540 618.1301 26.000 UN | 24.00000 624.00| 49.00000 1274.00| 24.50000 637.00
SEEDING METHOD NUMBER 1 - PLAN QUANTITY | | |
0550 618.15 11.000 KG | 3.20000 35.20| 5.00000 55.00| 2.20000 24.20
TEMPORARY SEEDING | | |
0560 619.1201 33.000 UN | 15.00000 495.00| 22.00000 726.00| 10.00000 330.00
MULCH - PLAN QUANTITY | | |
0570 620.58 102.000 M2 | 3.00000 306.00| 2.00000 204.00| 7.00000 714.00
EROSION CONTROL GEOTEXTILE | | |
0580 621.031 3.000 EA | 203.00000 609.00| 175.00000 525.00| 175.00000 525.00
EVERGREEN TREES (1200 MM - 1500 MM) | | |
GROUP A | | |
0590 621.126 31.000 EA | 405.00000 12555.00| 75.00000 2325.00| 160.00000 4960.00
SMALL DECIDUOUS TREES (1800 MM - 2400 | | |
MM) GROUP A | | |
0600 621.262 21.000 EA | 360.00000 7560.00| 211.00000 4431.00| 350.00000 7350.00
LARGE DECIDUOUS TREES (3000 MM - 3600 | | |
MM) GROUP B | | |
0610 621.54 10.000 EA | 37.00000 370.00| 41.00000 410.00| 34.50000 345.00
DECIDUOUS SHRUBS (450 MM - 600 MM) | | |
GROUP A | | |
0620 621.71 40.000 EA | 67.00000 2680.00| 12.00000 480.00| 10.00000 400.00
HERBACEOUS PERENNIALS GROUP A | | |
0630 621.80 LUMP| 6000.00000 6000.00| 5000.00000 5000.00| 1800.00000 1800.00
ESTABLISHMENT PERIOD | | |
0640 626.11 5.000 EA | 525.00000 2625.00| 500.00000 2500.00| 500.00000 2500.00
PRECAST CONCRETE JUNCTION BOX:___ | | |
0650 626.22 100.000 M | 103.00000 10300.00| 98.40000 9840.00| 100.00000 10000.00
NON-METALLIC CONDUIT | | |
0660 626.33 2.000 EA | 1540.00000 3080.00| 1500.00000 3000.00| 1467.00000 2934.00
750 MM FOUNDATION | | |
0670 626.37 2.000 EA | 2552.00000 5104.00| 2500.00000 5000.00| 2431.00000 4862.00
SPECIAL FOUNDATION | | |
0680 627.71 2500.000 M | 0.45000 1125.00| 0.50000 1250.00| 0.50000 1250.00
100 MM WHITE PAVEMENT MARKING LINE | | |
0690 627.73 1250.000 M | 1.00000 1250.00| 0.99000 1237.50| 1.00000 1250.00
100 MM YELLOW PAVEMENT MARKING LINE | | |
LETTING DATE : 12/18/02 MAINE DEPARTMENT OF TRANSPORTATION DATE : 10/15/03
PAGE : 5
COUNTIE(S): PENOBSCOT TABULATION OF BIDS
CONTRACT ID : 009193.00
=========
====================================================================================================================================
|( 1 ) 001195 |( 2 ) 000022 |( 3 ) 000164
|VAUGHN THIBODEAU & SONS, IN |THE LANE CONSTRUCTION CORP. |C P M CONSTRUCTORS
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0700 627.75 750.000 M2 | 16.00000 12000.00| 16.14000 12105.00| 16.15000 12112.50
WHITE OR YELLOW PAVEMENT AND CURB | | |
MARKING | | |
0705 627.78 1250.000 M | 1.00000 1250.00| 0.99000 1237.50| 1.00000 1250.00
TEMPORARY 100 MM PAINTED PAVEMENT | | |
MARKING LINE, WHITE OR YELLOW | | |
0710 629.05 10.000 HR | 27.00000 270.00| 20.00000 200.00| 25.00000 250.00
HAND LABOR, STRAIGHT TIME | | |
0720 631.12 10.000 HR | 105.00000 1050.00| 90.00000 900.00| 90.00000 900.00
ALL PURPOSE EXCAVATOR (INCLUDING | | |
OPERATOR) | | |
0730 631.13 10.000 HR | 75.00000 750.00| 50.00000 500.00| 75.00000 750.00
BULLDOZER (INCLUDING OPERATOR) | | |
0740 631.14 10.000 HR | 100.00000 1000.00| 85.00000 850.00| 110.00000 1100.00
GRADER (INCLUDING OPERATOR) | | |
0750 631.172 20.000 HR | 48.00000 960.00| 40.00000 800.00| 45.00000 900.00
TRUCK - LARGE (INCLUDING OPERATOR) | | |
0760 631.18 10.000 HR | 27.50000 275.00| 25.00000 250.00| 35.00000 350.00
CHAIN SAW RENTAL (INCLUDING OPERATOR) | | |
0770 636.61 30.000 M2 | 250.00000 7500.00| 233.00000 6990.00| 350.00000 10500.00
SEGMENTAL RETAINING WALL - SUPPLIER | | |
DESIGN | | |
0780 637.071 LUMP| 8500.00000 8500.00| 7500.00000 7500.00| 20000.00000 20000.00
DUST CONTROL | | |
0790 639.18 1.000 EA | 8700.00000 8700.00| 8000.00000 8000.00| 10000.00000 10000.00
FIELD OFFICE TYPE A | | |
0800 642.15 8.000 EA | 1000.00000 8000.00| 1000.00000 8000.00| 1400.00000 11200.00
PRECAST CONCRETE STEPS | | |
0810 643.80 LUMP| 34470.00000 34470.00| 35000.00000 35000.00| 32829.00000 32829.00
TRAFFIC SIGNALS AT | | |
0820 643.91 2.000 EA | 2575.00000 5150.00| 2600.00000 5200.00| 2452.00000 4904.00
MAST ARM POLE | | |
0830 643.94 2.000 EA | 4171.00000 8342.00| 4500.00000 9000.00| 3973.00000 7946.00
DUAL PURPOSE POLE | | |
0840 645.106 25.000 EA | 78.00000 1950.00| 85.00000 2125.00| 75.00000 1875.00
DEMOUNT REGULATORY, WARNING, | | |
CONFIRMATION AND ROUTE MARKER ASSEMBLY | | |
SIGN | | |
0850 645.271 3.000 M2 | 304.00000 912.00| 300.00000 900.00| 290.00000 870.00
REGULATORY, WARNING, CONFIRMATION AND | | |
ROUTE MARKER ASSEMBLY SIGNS, TYPE I | | |
LETTING DATE : 12/18/02 MAINE DEPARTMENT OF TRANSPORTATION DATE : 10/15/03
PAGE : 6
COUNTIE(S): PENOBSCOT TABULATION OF BIDS
CONTRACT ID : 009193.00
=========
====================================================================================================================================
|( 1 ) 001195 |( 2 ) 000022 |( 3 ) 000164
|VAUGHN THIBODEAU & SONS, IN |THE LANE CONSTRUCTION CORP. |C P M CONSTRUCTORS
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0860 652.31 10.000 EA | 30.00000 300.00| 50.00000 500.00| 50.00000 500.00
TYPE I BARRICADE | | |
0870 652.311 5.000 EA | 37.00000 185.00| 80.00000 400.00| 55.00000 275.00
TYPE II BARRICADE | | |
0880 652.33 30.000 EA | 55.00000 1650.00| 65.00000 1950.00| 55.00000 1650.00
DRUM | | |
0890 652.34 75.000 EA | 17.00000 1275.00| 25.00000 1875.00| 20.00000 1500.00
CONE | | |
0900 652.35 75.000 M2 | 85.00000 6375.00| 95.00000 7125.00| 130.00000 9750.00
CONSTRUCTION SIGNS | | |
0910 652.361 90.000 LS | 7500.00000 7500.00| 40000.00000 40000.00| 15000.00000 15000.00
MAINTENANCE OF TRAFFIC CONTROL DEVICES | | |
0920 652.38 3500.000 HR | 17.00000 59500.00| 14.00000 49000.00| 12.00000 42000.00
FLAGGER | | |
0930 656.75 LUMP| 10000.00000 10000.00| 25000.00000 25000.00| 20000.00000 20000.00
TEMPORARY SOIL EROSION AND WATER | | |
POLLUTION CONTROL | | |
0940 659.10 LUMP| 25000.00000 25000.00| 115000.00000 115000.00| 126000.00000 126000.00
MOBILIZATION | | |
0950 660.21 1000.000 HR | 1.00000 1000.00| 1.00000 1000.00| 0.01000 10.00
ON-THE-JOB TRAINING (BID) | | |
SECTION TOTALS | $ 1,157,190.20| $ 1,252,704.00| $ 1,266,090.65
------------------------------------------+----------------------------+----------------------------+-------------------------------
CONTRACT TOTALS | $ 1,157,190.20| $ 1,252,704.00| $ 1,266,090.65
====================================================================================================================================
LETTING DATE : 12/18/02 MAINE DEPARTMENT OF TRANSPORTATION DATE : 10/15/03
PAGE : 7
COUNTIE(S): PENOBSCOT TABULATION OF BIDS
CONTRACT ID : 009193.00
=========
====================================================================================================================================
|( 4 ) 000649 |( 5 ) 000855 |( 6 ) 000010
|SARGENT & SARGENT, INC. |BRIDGECORP |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 201.23 1.000 EA | 150.00000 150.00| 500.00000 500.00| 500.00000 500.00
REMOVING SINGLE TREE TOP ONLY | | |
0020 201.24 1.000 EA | 150.00000 150.00| 200.00000 200.00| 250.00000 250.00
REMOVING STUMP | | |
0030 202.11 2900.000 M2 | 40.00000 116000.00| 5.50000 15950.00| 20.00000 58000.00
REMOVING PORTLAND CEMENT CONCRETE | | |
PAVEMENT | | |
0040 202.15 6.000 EA | 250.00000 1500.00| 550.00000 3300.00| 1000.00000 6000.00
REMOVING MANHOLE OR CATCH BASIN | | |
0050 202.202 900.000 M2 | 2.00000 1800.00| 7.00000 6300.00| 7.00000 6300.00
REMOVING PAVEMENT SURFACE | | |
0060 203.20 4010.000 M3 | 15.00000 60150.00| 19.00000 76190.00| 20.00000 80200.00
COMMON EXCAVATION | | |
0070 203.21 50.000 M3 | 55.00000 2750.00| 19.00000 950.00| 150.00000 7500.00
ROCK EXCAVATION | | |
0080 203.2312 LUMP| 5000.00000 5000.00| 10000.00000 10000.00| 10000.00000 10000.00
HEALTH AND SAFETY PLAN | | |
0090 203.2333 53.000 MG | 120.00000 6360.00| 30.00000 1590.00| 120.00000 6360.00
DISPOSAL OF SPECIAL EXCAVATION | | |
0100 203.25 50.000 M3 | 11.00000 550.00| 27.00000 1350.00| 20.00000 1000.00
GRANULAR BORROW | | |
0110 206.061 50.000 M3 | 30.00000 1500.00| 15.00000 750.00| 20.00000 1000.00
STRUCTURAL EARTH EXCAVATION - DRAINAGE | | |
AND MINOR STRUCTURES, BELOW GRADE | | |
0120 304.10 4200.000 M3 | 20.00000 84000.00| 27.00000 113400.00| 30.00000 126000.00
AGGREGATE SUBBASE COURSE - GRAVEL | | |
0130 307.331 4500.000 M2 | 10.00000 45000.00| 4.00000 18000.00| 3.50000 15750.00
COLD IN-PLACE RECYCLED PAVEMENT | | |
(UNTREATED) | | |
0140 403.207 1175.000 MG | 44.50000 52287.50| 40.00000 47000.00| 50.00000 58750.00
HOT MIX ASPHALT 19.0 MM NOMINAL MAX SIZ | | |
0150 403.208 1113.000 MG | 44.50000 49528.50| 40.00000 44520.00| 50.00000 55650.00
HOT MIX ASPHALT 12.5 MM, SURFACE | | |
0160 403.209 330.000 MG | 100.00000 33000.00| 135.00000 44550.00| 150.00000 49500.00
HOT MIX ASPHALT 9.5 MM(SIDEWALKS,DRIVES | | |
INCIDENTAL ) | | |
0170 403.211 100.000 MG | 48.00000 4800.00| 60.00000 6000.00| 60.00000 6000.00
HOT MIX ASPHALT (SHIM) | | |
0180 403.213 1012.000 MG | 44.50000 45034.00| 40.00000 40480.00| 50.00000 50600.00
HOT MIX ASPHALT 12.5 MM, BASE | | |
LETTING DATE : 12/18/02 MAINE DEPARTMENT OF TRANSPORTATION DATE : 10/15/03
PAGE : 8
COUNTIE(S): PENOBSCOT TABULATION OF BIDS
CONTRACT ID : 009193.00
=========
====================================================================================================================================
|( 4 ) 000649 |( 5 ) 000855 |( 6 ) 000010
|SARGENT & SARGENT, INC. |BRIDGECORP |THOMAS DICENZO, INC.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0190 409.15 1100.000 L | 1.30000 1430.00| 1.60000 1760.00| 1.50000 1650.00
BITUMINOUS TACK COAT APPLIED | | |
0200 603.05 32.000 M | 80.00000 2560.00| 100.00000 3200.00| 250.00000 8000.00
150 MM PVC DRAIN SERVICE | | |
0210 603.159 150.000 M | 80.00000 12000.00| 170.00000 25500.00| 210.00000 31500.00
300 MM CULVERT PIPE OPTION III | | |
0220 603.169 63.000 M | 90.00000 5670.00| 180.00000 11340.00| 220.00000 13860.00
375 MM CULVERT PIPE OPTION III | | |
0230 603.179 79.000 M | 115.00000 9085.00| 230.00000 18170.00| 230.00000 18170.00
450 MM CULVERT PIPE OPTION III | | |
0240 603.199 78.000 M | 140.00000 10920.00| 230.00000 17940.00| 300.00000 23400.00
600 MM CULVERT PIPE OPTION III | | |
0250 603.209 26.000 M | 175.00000 4550.00| 280.00000 7280.00| 320.00000 8320.00
750 MM CULVERT PIPE OPTION III | | |
0260 603.219 300.000 M | 220.00000 66000.00| 280.00000 84000.00| 390.00000 117000.00
900 MM CULVERT PIPE OPTION III | | |
0270 603.76 1.000 EA | 350.00000 350.00| 250.00000 250.00| 300.00000 300.00
300 MM INLET GRATE UNIT | | |
0280 603.77 2.000 EA | 375.00000 750.00| 250.00000 500.00| 350.00000 700.00
375 MM INLET GRATE UNIT | | |
0290 603.78 1.000 EA | 600.00000 600.00| 350.00000 350.00| 500.00000 500.00
450 MM INLET GRATE UNIT | | |
0300 604.072 13.000 EA | 3000.00000 39000.00| 2600.00000 33800.00| 2500.00000 32500.00
CATCH BASIN TYPE A1-C | | |
0310 604.092 11.000 EA | 3200.00000 35200.00| 2200.00000 24200.00| 2400.00000 26400.00
CATCH BASIN TYPE B1-C | | |
0320 604.096 2.000 EA | 3500.00000 7000.00| 3500.00000 7000.00| 6000.00000 12000.00
1500 MM CATCH BASIN TYPE B1-C | | |
0330 604.097 1.000 EA | 3500.00000 3500.00| 3900.00000 3900.00| 7000.00000 7000.00
1800 MM CATCH BASIN TYPE B1-C | | |
0340 604.15 2.000 EA | 3000.00000 6000.00| 2600.00000 5200.00| 2700.00000 5400.00
MANHOLE | | |
0350 604.153 4.000 EA | 3000.00000 12000.00| 3400.00000 13600.00| 6000.00000 24000.00
1500 MM MANHOLE | | |
0360 604.154 3.000 EA | 3000.00000 9000.00| 4500.00000 13500.00| 7000.00000 21000.00
1800 MM MANHOLE | | |
0370 604.16 2.000 EA | 600.00000 1200.00| 550.00000 1100.00| 1000.00000 2000.00
ALTERING CATCH BASIN TO MANHOLES | | |
0380 604.161 3.000 EA | 600.00000 1800.00| 600.00000 1800.00| 1000.00000 3000.00
ALTERING CATCH BASIN | | |
0390 604.247 2.000 EA | 1600.00000 3200.00| 1400.00000 2800.00| 1500.00000 3000.00
CATCH BASIN TYPE F5-C | | |
LETTING DATE : 12/18/02 MAINE DEPARTMENT OF TRANSPORTATION DATE : 10/15/03
PAGE : 9
COUNTIE(S): PENOBSCOT TABULATION OF BIDS
CONTRACT ID : 009193.00
=========
====================================================================================================================================
|( 4 ) 000649 |( 5 ) 000855 |( 6 ) 000010
|SARGENT & SARGENT, INC. |BRIDGECORP |THOMAS DICENZO, INC.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0400 605.09 900.000 M | 60.00000 54000.00| 80.00000 72000.00| 90.00000 81000.00
150 MM UNDERDRAIN TYPE B | | |
0410 605.11 119.000 M | 120.00000 14280.00| 75.00000 8925.00| 105.00000 12495.00
300 MM UNDERDRAIN TYPE C | | |
0420 605.12 311.000 M | 130.00000 40430.00| 85.00000 26435.00| 140.00000 43540.00
375 MM UNDERDRAIN TYPE C | | |
0430 605.13 20.000 M | 140.00000 2800.00| 100.00000 2000.00| 150.00000 3000.00
450 MM UNDERDRAIN TYPE C | | |
0440 605.15 25.000 M | 160.00000 4000.00| 125.00000 3125.00| 200.00000 5000.00
600 MM UNDERDRAIN TYPE C | | |
0450 609.11 219.000 M | 80.00000 17520.00| 75.00000 16425.00| 110.00000 24090.00
VERTICAL CURB TYPE 1 | | |
0460 609.12 71.000 M | 110.00000 7810.00| 110.00000 7810.00| 150.00000 10650.00
VERTICAL CURB TYPE 1 - CIRCULAR | | |
0470 609.234 19.000 EA | 130.00000 2470.00| 200.00000 3800.00| 275.00000 5225.00
TERMINAL CURB TYPE 1 - 1.2 METER | | |
0480 609.238 29.000 EA | 260.00000 7540.00| 350.00000 10150.00| 350.00000 10150.00
TERMINAL CURB TYPE 1 - 2.4 M | | |
0490 609.31 770.000 M | 15.00000 11550.00| 22.00000 16940.00| 25.00000 19250.00
CURB TYPE 3 | | |
0500 609.38 421.000 M | 35.00000 14735.00| 45.00000 18945.00| 75.00000 31575.00
RESET CURB TYPE 1 | | |
0510 610.08 46.000 M3 | 50.00000 2300.00| 120.00000 5520.00| 95.00000 4370.00
PLAIN RIPRAP | | |
0520 612.06 243.000 M2 | 4.00000 972.00| 3.60000 874.80| 4.00000 972.00
BITUMINOUS SEALING - BLACK | | |
0530 615.07 260.000 M3 | 25.00000 6500.00| 70.00000 18200.00| 55.00000 14300.00
LOAM | | |
0540 618.1301 26.000 UN | 12.00000 312.00| 40.00000 1040.00| 18.00000 468.00
SEEDING METHOD NUMBER 1 - PLAN QUANTITY | | |
0550 618.15 11.000 KG | 15.00000 165.00| 2.50000 27.50| 2.50000 27.50
TEMPORARY SEEDING | | |
0560 619.1201 33.000 UN | 8.00000 264.00| 12.00000 396.00| 18.00000 594.00
MULCH - PLAN QUANTITY | | |
0570 620.58 102.000 M2 | 4.00000 408.00| 3.00000 306.00| 3.50000 357.00
EROSION CONTROL GEOTEXTILE | | |
0580 621.031 3.000 EA | 160.00000 480.00| 175.00000 525.00| 200.00000 600.00
EVERGREEN TREES (1200 MM - 1500 MM) | | |
GROUP A | | |
0590 621.126 31.000 EA | 140.00000 4340.00| 160.00000 4960.00| 410.00000 12710.00
SMALL DECIDUOUS TREES (1800 MM - 2400 | | |
MM) GROUP A | | |
LETTING DATE : 12/18/02 MAINE DEPARTMENT OF TRANSPORTATION DATE : 10/15/03
PAGE : 10
COUNTIE(S): PENOBSCOT TABULATION OF BIDS
CONTRACT ID : 009193.00
=========
====================================================================================================================================
|( 4 ) 000649 |( 5 ) 000855 |( 6 ) 000010
|SARGENT & SARGENT, INC. |BRIDGECORP |THOMAS DICENZO, INC.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0600 621.262 21.000 EA | 275.00000 5775.00| 350.00000 7350.00| 340.00000 7140.00
LARGE DECIDUOUS TREES (3000 MM - 3600 | | |
MM) GROUP B | | |
0610 621.54 10.000 EA | 35.00000 350.00| 35.00000 350.00| 35.00000 350.00
DECIDUOUS SHRUBS (450 MM - 600 MM) | | |
GROUP A | | |
0620 621.71 40.000 EA | 15.00000 600.00| 10.00000 400.00| 38.00000 1520.00
HERBACEOUS PERENNIALS GROUP A | | |
0630 621.80 LUMP| 700.00000 700.00| 1800.00000 1800.00| 3300.00000 3300.00
ESTABLISHMENT PERIOD | | |
0640 626.11 5.000 EA | 550.00000 2750.00| 500.00000 2500.00| 600.00000 3000.00
PRECAST CONCRETE JUNCTION BOX:___ | | |
0650 626.22 100.000 M | 105.00000 10500.00| 100.00000 10000.00| 110.00000 11000.00
NON-METALLIC CONDUIT | | |
0660 626.33 2.000 EA | 1600.00000 3200.00| 1500.00000 3000.00| 1650.00000 3300.00
750 MM FOUNDATION | | |
0670 626.37 2.000 EA | 2700.00000 5400.00| 2500.00000 5000.00| 5000.00000 10000.00
SPECIAL FOUNDATION | | |
0680 627.71 2500.000 M | 0.40000 1000.00| 0.50000 1250.00| 0.55000 1375.00
100 MM WHITE PAVEMENT MARKING LINE | | |
0690 627.73 1250.000 M | 0.70000 875.00| 1.00000 1250.00| 1.10000 1375.00
100 MM YELLOW PAVEMENT MARKING LINE | | |
0700 627.75 750.000 M2 | 15.00000 11250.00| 16.50000 12375.00| 18.00000 13500.00
WHITE OR YELLOW PAVEMENT AND CURB | | |
MARKING | | |
0705 627.78 1250.000 M | 1.00000 1250.00| 1.00000 1250.00| 1.10000 1375.00
TEMPORARY 100 MM PAINTED PAVEMENT | | |
MARKING LINE, WHITE OR YELLOW | | |
0710 629.05 10.000 HR | 24.00000 240.00| 25.00000 250.00| 30.00000 300.00
HAND LABOR, STRAIGHT TIME | | |
0720 631.12 10.000 HR | 90.00000 900.00| 125.00000 1250.00| 125.00000 1250.00
ALL PURPOSE EXCAVATOR (INCLUDING | | |
OPERATOR) | | |
0730 631.13 10.000 HR | 90.00000 900.00| 85.00000 850.00| 100.00000 1000.00
BULLDOZER (INCLUDING OPERATOR) | | |
0740 631.14 10.000 HR | 90.00000 900.00| 85.00000 850.00| 125.00000 1250.00
GRADER (INCLUDING OPERATOR) | | |
0750 631.172 20.000 HR | 50.00000 1000.00| 45.00000 900.00| 45.00000 900.00
TRUCK - LARGE (INCLUDING OPERATOR) | | |
0760 631.18 10.000 HR | 30.00000 300.00| 25.00000 250.00| 45.00000 450.00
CHAIN SAW RENTAL (INCLUDING OPERATOR) | | |
LETTING DATE : 12/18/02 MAINE DEPARTMENT OF TRANSPORTATION DATE : 10/15/03
PAGE : 11
COUNTIE(S): PENOBSCOT TABULATION OF BIDS
CONTRACT ID : 009193.00
=========
====================================================================================================================================
|( 4 ) 000649 |( 5 ) 000855 |( 6 ) 000010
|SARGENT & SARGENT, INC. |BRIDGECORP |THOMAS DICENZO, INC.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0770 636.61 30.000 M2 | 450.00000 13500.00| 600.00000 18000.00| 490.00000 14700.00
SEGMENTAL RETAINING WALL - SUPPLIER | | |
DESIGN | | |
0780 637.071 LUMP| 35000.00000 35000.00| 5000.00000 5000.00| 25000.00000 25000.00
DUST CONTROL | | |
0790 639.18 1.000 EA | 5000.00000 5000.00| 12000.00000 12000.00| 8000.00000 8000.00
FIELD OFFICE TYPE A | | |
0800 642.15 8.000 EA | 2500.00000 20000.00| 800.00000 6400.00| 3000.00000 24000.00
PRECAST CONCRETE STEPS | | |
0810 643.80 LUMP| 40000.00000 40000.00| 39000.00000 39000.00| 40000.00000 40000.00
TRAFFIC SIGNALS AT | | |
0820 643.91 2.000 EA | 2700.00000 5400.00| 2500.00000 5000.00| 5000.00000 10000.00
MAST ARM POLE | | |
0830 643.94 2.000 EA | 4200.00000 8400.00| 4000.00000 8000.00| 8000.00000 16000.00
DUAL PURPOSE POLE | | |
0840 645.106 25.000 EA | 90.00000 2250.00| 75.00000 1875.00| 150.00000 3750.00
DEMOUNT REGULATORY, WARNING, | | |
CONFIRMATION AND ROUTE MARKER ASSEMBLY | | |
SIGN | | |
0850 645.271 3.000 M2 | 300.00000 900.00| 300.00000 900.00| 250.00000 750.00
REGULATORY, WARNING, CONFIRMATION AND | | |
ROUTE MARKER ASSEMBLY SIGNS, TYPE I | | |
0860 652.31 10.000 EA | 30.00000 300.00| 25.00000 250.00| 100.00000 1000.00
TYPE I BARRICADE | | |
0870 652.311 5.000 EA | 30.00000 150.00| 25.00000 125.00| 100.00000 500.00
TYPE II BARRICADE | | |
0880 652.33 30.000 EA | 30.00000 900.00| 65.00000 1950.00| 100.00000 3000.00
DRUM | | |
0890 652.34 75.000 EA | 12.00000 900.00| 20.00000 1500.00| 50.00000 3750.00
CONE | | |
0900 652.35 75.000 M2 | 40.00000 3000.00| 40.00000 3000.00| 120.00000 9000.00
CONSTRUCTION SIGNS | | |
0910 652.361 90.000 LS | 30000.00000 30000.00| 20000.00000 20000.00| 6000.00000 6000.00
MAINTENANCE OF TRAFFIC CONTROL DEVICES | | |
0920 652.38 3500.000 HR | 12.00000 42000.00| 20.00000 70000.00| 15.00000 52500.00
FLAGGER | | |
0930 656.75 LUMP| 60000.00000 60000.00| 10000.00000 10000.00| 40000.00000 40000.00
TEMPORARY SOIL EROSION AND WATER | | |
POLLUTION CONTROL | | |
0940 659.10 LUMP| 138000.00000 138000.00| 215000.00000 215000.00| 95000.00000 95000.00
MOBILIZATION | | |
LETTING DATE : 12/18/02 MAINE DEPARTMENT OF TRANSPORTATION DATE : 10/15/03
PAGE : 12
COUNTIE(S): PENOBSCOT TABULATION OF BIDS
CONTRACT ID : 009193.00
=========
====================================================================================================================================
|( 4 ) 000649 |( 5 ) 000855 |( 6 ) 000010
|SARGENT & SARGENT, INC. |BRIDGECORP |THOMAS DICENZO, INC.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0950 660.21 1000.000 HR | 2.00000 2000.00| 1.00000 1000.00| 5.00000 5000.00
ON-THE-JOB TRAINING (BID) | | |
SECTION TOTALS | $ 1,389,841.00| $ 1,396,499.30| $ 1,599,768.50
------------------------------------------+----------------------------+----------------------------+-------------------------------
CONTRACT TOTALS | $ 1,389,841.00| $ 1,396,499.30| $ 1,599,768.50
====================================================================================================================================