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LETTING DATE : 07/07/00 MAINE DEPARTMENT OF TRANSPORTATION DATE : 12/05/01
PAGE : 1
LOCATION : DEXTER TABULATION OF BIDS
CONTRACT ID : 004328.20
=========
PROJECT(S): STP-4328(20)X COUNTIE(S) : PENOBSCOT MAINE STATE DEPTARTMENT OF TRANSPORTATION
A TRUE COPY : __________________________
TITLE : __________________________
ATTEST : _______________________________
CONTRACT DESCRIPTION : RURAL HIGHWAY REHABILITATION NOTARY PUBLIC
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TOTAL % OVER
RANK VENDOR NO./NAME BID LOW BID
--------------------------------------------------------------------------------------------------------------------------
1 000014 FARRIN BROS. & SMITH, INC. $ 1,871,111.11 100.0000%
2 000855 BRIDGECORP $ 1,908,458.25 101.9960%
3 000164 C P M CONSTRUCTORS $ 1,971,527.46 105.3667%
====================================================================================================================================
|( 1 ) 000014 |( 2 ) 000855 |( 3 ) 000164
|FARRIN BROS. & SMITH, INC. |BRIDGECORP |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 107.27 LUMP| 40000.00000 40000.00| 19000.00000 19000.00| 20000.00000 20000.00
TEMPORARY SOIL EROSION AND WATER | | |
POLLUTION CONTROL | | |
0020 201.11 1.000 HA | 14400.00000 14400.00| 3500.00000 3500.00| 20000.00000 20000.00
CLEARING | | |
0030 201.23 19.000 EA | 400.00000 7600.00| 125.00000 2375.00| 400.00000 7600.00
REMOVING SINGLE TREE TOP ONLY | | |
0040 201.24 26.000 EA | 225.00000 5850.00| 60.00000 1560.00| 120.00000 3120.00
REMOVING STUMP | | |
0050 203.20 23200.000 M3 | 10.50000 243600.00| 10.00000 232000.00| 12.00000 278400.00
COMMON EXCAVATION | | |
0060 203.21 100.000 M3 | 100.00000 10000.00| 50.00000 5000.00| 72.00000 7200.00
ROCK EXCAVATION | | |
0070 203.25 200.000 M3 | 13.90000 2780.00| 9.00000 1800.00| 25.00000 5000.00
GRANULAR BORROW | | |
0080 206.061 120.000 M3 | 15.00000 1800.00| 3.00000 360.00| 25.00000 3000.00
STRUCTURAL EARTH EXCAVATION - DRAINAGE | | |
AND MINOR STRUCTURES, BELOW GRADE | | |
0090 206.07 300.000 M3 | 200.00000 60000.00| 170.00000 51000.00| 95.00000 28500.00
STRUCTURAL ROCK EXCAVATION - DRAINAGE | | |
AND MINOR STRUCTURES | | |
0100 304.10 21000.000 M3 | 13.95000 292950.00| 17.00000 357000.00| 17.00000 357000.00
AGGREGATE SUBBASE COURSE - GRAVEL | | |
LETTING DATE : 07/07/00 MAINE DEPARTMENT OF TRANSPORTATION DATE : 12/05/01
PAGE : 2
LOCATION : DEXTER TABULATION OF BIDS
CONTRACT ID : 004328.20
=========
====================================================================================================================================
|( 1 ) 000014 |( 2 ) 000855 |( 3 ) 000164
|FARRIN BROS. & SMITH, INC. |BRIDGECORP |C P M CONSTRUCTORS
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0110 307.32 28380.000 M2 | 2.90000 82302.00| 2.90000 82302.00| 3.00000 85140.00
COLD IN-PLACE RECYCLED MATERIAL | | |
(UNTREATED) TRAVELWAY | | |
0120 403.207 5200.000 MG | 39.75000 206700.00| 46.00000 239200.00| 50.00000 260000.00
HOT MIX ASPHALT 19.0 MM NOMINAL MAX SIZ | | |
0130 403.208 4850.000 MG | 42.50000 206125.00| 50.00000 242500.00| 43.00000 208550.00
HOT MIX ASPHALT 12.5 MM NOMINAL MAX SIZ | | |
0140 403.209 280.000 MG | 88.00000 24640.00| 103.00000 28840.00| 95.00000 26600.00
HOT MIX ASPHALT 9.5 MM(SIDEWALKS,DRIVES | | |
INCIDENTAL ) | | |
0150 409.15 2800.000 L | 0.30000 840.00| 0.50000 1400.00| 0.30000 840.00
BITUMINOUS TACK COAT APPLIED | | |
0160 411.10 100.000 M3 | 40.00000 4000.00| 30.00000 3000.00| 32.00000 3200.00
UNTREATED AGGREGATE SURFACE COURSE | | |
(TRUCK MEASURE) | | |
0170 502.57 37.000 M3 | 270.00000 9990.00| 390.00000 14430.00| 200.00000 7400.00
ANNULAR SPACE GROUTING | | |
0180 504.069 48.000 EA | 200.00000 9600.00| 185.00000 8880.00| 55.00000 2640.00
CONCRETE PIPE TIES | | |
0190 603.16 237.000 M | 98.00000 23226.00| 112.00000 26544.00| 50.00000 11850.00
375 MM CULVERT PIPE OPTION I | | |
0200 603.165 26.000 M | 190.00000 4940.00| 379.00000 9854.00| 300.00000 7800.00
375 MM RCP CLASS III | | |
0210 603.17 56.000 M | 104.00000 5824.00| 100.00000 5600.00| 65.00000 3640.00
450 MM CULVERT PIPE OPTION I | | |
0220 603.175 27.000 M | 197.00000 5319.00| 343.00000 9261.00| 400.00000 10800.00
450 MM RCP CLASS III | | |
0230 603.179 58.000 M | 178.00000 10324.00| 129.00000 7482.00| 155.00000 8990.00
450 MM CULVERT PIPE OPTION III | | |
0240 603.215 72.000 M | 250.00000 18000.00| 282.00000 20304.00| 385.00000 27720.00
900 MM REINFORCED CONCRETE PIPE CLASS | | |
III | | |
0250 603.225 20.000 M | 450.00000 9000.00| 372.00000 7440.00| 475.00000 9500.00
1050 MM REINFORCED CONCRETE PIPE CLASS | | |
III | | |
0260 603.52 46.000 M | 570.00000 26220.00| 375.00000 17250.00| 200.00000 9200.00
POLYETHYLENE CULVERT PIPE LINER | | |
0270 603.7415 3.000 M | 190.00000 570.00| 10.00000 30.00| 265.00000 795.00
REMOVE AND RELAY 375 MM CONCRETE PIPE | | |
0280 603.748 26.000 EA | 100.00000 2600.00| 50.00000 1300.00| 110.00000 2860.00
REMOVE CONCRETE HEADWALL | | |
LETTING DATE : 07/07/00 MAINE DEPARTMENT OF TRANSPORTATION DATE : 12/05/01
PAGE : 3
LOCATION : DEXTER TABULATION OF BIDS
CONTRACT ID : 004328.20
=========
====================================================================================================================================
|( 1 ) 000014 |( 2 ) 000855 |( 3 ) 000164
|FARRIN BROS. & SMITH, INC. |BRIDGECORP |C P M CONSTRUCTORS
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0290 604.092 3.000 EA | 1600.00000 4800.00| 1600.00000 4800.00| 1500.00000 4500.00
CATCH BASIN TYPE B1-C | | |
0300 604.097 1.000 EA | 5000.00000 5000.00| 3300.00000 3300.00| 3000.00000 3000.00
1800 MM CATCH BASIN TYPE B1-C | | |
0310 605.09 2020.000 M | 52.50000 106050.00| 45.00000 90900.00| 75.00000 151500.00
150 MM UNDERDRAIN TYPE B | | |
0320 605.10 159.000 M | 46.00000 7314.00| 42.00000 6678.00| 55.00000 8745.00
150 MM UNDERDRAIN OUTLET | | |
0330 605.11 353.000 M | 72.00000 25416.00| 48.00000 16944.00| 90.00000 31770.00
300 MM UNDERDRAIN TYPE C | | |
0340 606.17 65.000 M | 32.75000 2128.75| 38.00000 2470.00| 32.75000 2128.75
GUARDRAIL TYPE 3B - SINGLE RAIL | | |
0350 606.178 35.000 M | 17.25000 603.75| 20.00000 700.00| 17.25000 603.75
GUARDRAIL BEAM | | |
0360 606.21 16.000 M | 36.09000 577.44| 42.00000 672.00| 36.09000 577.44
GUARDRAIL TYPE 3B - 4.5 M RADIUS OR LES | | |
0370 606.265 2.000 EA | 25.00000 50.00| 30.00000 60.00| 25.00000 50.00
TERMINAL END - SINGLE RAIL - GALVANIZED | | |
STEEL | | |
0380 606.35 17.000 EA | 25.00000 425.00| 30.00000 510.00| 25.00000 425.00
GUARDRAIL DELINEATOR POST | | |
0390 606.361 174.000 M | 19.73000 3433.02| 23.00000 4002.00| 19.73000 3433.02
GUARDRAIL REMOVE AND RESET TYPE 3B | | |
0400 606.47 58.000 EA | 30.00000 1740.00| 35.00000 2030.00| 30.00000 1740.00
SINGLE WOOD POST | | |
0410 606.48 10.000 EA | 30.00000 300.00| 35.00000 350.00| 30.00000 300.00
SINGLE GALVANIZED STEEL POST | | |
0420 606.76 2.000 EA | 1200.00000 2400.00| 1400.00000 2800.00| 1200.00000 2400.00
MODIFIED ECCENTRIC LOADER TERMINAL | | |
0430 607.24 80.000 M | 4.10000 328.00| 1.00000 80.00| 4.10000 328.00
REMOVE AND RESET FENCE | | |
0440 609.31 1186.000 M | 9.84000 11670.24| 11.50000 13639.00| 10.00000 11860.00
CURB TYPE 3 | | |
0450 610.08 130.000 M3 | 75.00000 9750.00| 63.00000 8190.00| 41.00000 5330.00
PLAIN RIPRAP | | |
0460 610.18 260.000 M3 | 65.00000 16900.00| 54.00000 14040.00| 20.00000 5200.00
STONE DITCH PROTECTION | | |
0470 612.06 295.000 M2 | 4.13000 1218.35| 4.85000 1430.75| 5.00000 1475.00
BITUMINOUS SEALING - BLACK | | |
0480 613.319 5200.000 M2 | 1.75000 9100.00| 1.00000 5200.00| 2.00000 10400.00
TEMPORARY EROSION CONTROL BLANKET | | |
LETTING DATE : 07/07/00 MAINE DEPARTMENT OF TRANSPORTATION DATE : 12/05/01
PAGE : 4
LOCATION : DEXTER TABULATION OF BIDS
CONTRACT ID : 004328.20
=========
====================================================================================================================================
|( 1 ) 000014 |( 2 ) 000855 |( 3 ) 000164
|FARRIN BROS. & SMITH, INC. |BRIDGECORP |C P M CONSTRUCTORS
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0490 615.07 1800.000 M3 | 25.00000 45000.00| 10.00000 18000.00| 25.00000 45000.00
LOAM | | |
0500 618.1301 42.000 UN | 30.00000 1260.00| 28.00000 1176.00| 15.00000 630.00
SEEDING METHOD NUMBER 1 - PLAN QUANTITY | | |
0510 618.1401 240.000 UN | 20.00000 4800.00| 17.00000 4080.00| 14.00000 3360.00
SEEDING METHOD NUMBER 2 - PLAN QUANTITY | | |
0520 618.1411 22.000 UN | 25.00000 550.00| 50.00000 1100.00| 16.00000 352.00
SEEDING METHOD NUMBER 3 - PLAN QUANTITY | | |
0530 619.1201 400.000 UN | 8.00000 3200.00| 10.00000 4000.00| 9.00000 3600.00
MULCH - PLAN QUANTITY | | |
0540 620.58 1150.000 M2 | 4.00000 4600.00| 3.00000 3450.00| 2.00000 2300.00
EROSION CONTROL GEOTEXTILE | | |
0550 627.71 9450.000 M | 0.30000 2835.00| 0.35000 3307.50| 0.30000 2835.00
100 MM WHITE PAVEMENT MARKING LINE | | |
0560 627.73 4750.000 M | 0.49000 2327.50| 0.60000 2850.00| 0.49000 2327.50
100 MM YELLOW PAVEMENT MARKING LINE | | |
0570 627.75 10.000 M2 | 64.56000 645.60| 75.00000 750.00| 65.00000 650.00
WHITE OR YELLOW PAVEMENT AND CURB | | |
MARKING | | |
0580 627.78 14000.000 M | 0.49000 6860.00| 0.60000 8400.00| 0.49000 6860.00
TEMPORARY 100 MM PAINTED PAVEMENT | | |
MARKING LINE, WHITE OR YELLOW | | |
0590 629.05 5.000 MH | 25.00000 125.00| 25.00000 125.00| 30.00000 150.00
HAND LABOR, STRAIGHT TIME | | |
0600 631.12 5.000 HR | 100.00000 500.00| 120.00000 600.00| 80.00000 400.00
ALL PURPOSE EXCAVATOR (INCLUDING | | |
OPERATOR) | | |
0610 631.172 5.000 HR | 40.00000 200.00| 50.00000 250.00| 40.00000 200.00
TRUCK - LARGE (INCLUDING OPERATOR) | | |
0620 631.18 5.000 HR | 35.00000 175.00| 30.00000 150.00| 25.00000 125.00
CHAIN SAW RENTAL (INCLUDING OPERATOR) | | |
0630 631.20 5.000 HR | 125.00000 625.00| 150.00000 750.00| 150.00000 750.00
STUMP CHIPPER (INCLUDING OPERATOR) | | |
0640 631.32 10.000 HR | 150.00000 1500.00| 150.00000 1500.00| 150.00000 1500.00
CULVERT CLEANER (INCLUDING OPERATOR) | | |
0650 637.071 LUMP| 20000.00000 20000.00| 8000.00000 8000.00| 7500.00000 7500.00
DUST CONTROL | | |
0660 639.18 1.000 EA | 7000.00000 7000.00| 7000.00000 7000.00| 5000.00000 5000.00
FIELD OFFICE TYPE A | | |
0670 639.21 LUMP| 2000.00000 2000.00| 3500.00000 3500.00| 5000.00000 5000.00
TESTING FACILITIES SOILS | | |
LETTING DATE : 07/07/00 MAINE DEPARTMENT OF TRANSPORTATION DATE : 12/05/01
PAGE : 5
LOCATION : DEXTER TABULATION OF BIDS
CONTRACT ID : 004328.20
=========
====================================================================================================================================
|( 1 ) 000014 |( 2 ) 000855 |( 3 ) 000164
|FARRIN BROS. & SMITH, INC. |BRIDGECORP |C P M CONSTRUCTORS
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0680 652.31 50.000 EA | 30.00000 1500.00| 38.00000 1900.00| 50.00000 2500.00
TYPE I BARRICADE | | |
0690 652.311 30.000 EA | 30.00000 900.00| 39.00000 1170.00| 50.00000 1500.00
TYPE II BARRICADE | | |
0700 652.33 50.000 EA | 30.00000 1500.00| 69.00000 3450.00| 50.00000 2500.00
DRUM | | |
0710 652.34 100.000 EA | 15.00000 1500.00| 25.00000 2500.00| 20.00000 2000.00
CONE | | |
0720 652.35 104.000 M2 | 85.00000 8840.00| 153.00000 15912.00| 90.00000 9360.00
CONSTRUCTION SIGNS | | |
0730 652.36 180.000 CD | 30.00000 5400.00| 15.00000 2700.00| 20.00000 3600.00
MAINTENANCE OF TRAFFIC CONTROL DEVICES | | |
0740 652.38 4000.000 MH | 12.50000 50000.00| 7.00000 28000.00| 11.00000 44000.00
FLAGGER | | |
0750 653.22 60.000 M2 | 25.00000 1500.00| 35.00000 2100.00| 22.00000 1320.00
50 MM POLYSTYRENE PLASTIC INSULATION | | |
0760 656.55 56.000 M3 | 30.00000 1680.00| 15.00000 840.00| 9.00000 504.00
DUMPED STONE | | |
0770 658.20 27.000 M2 | 59.00000 1593.00| 70.00000 1890.00| 59.00000 1593.00
ACRYLIC LATEX COLOR FINISH, GREEN | | |
0780 659.10 LUMP| 147090.46000 147090.46| 200000.00000 200000.00| 150000.00000 150000.00
MOBILIZATION | | |
0790 660.21 1000.000 MH | 7.00000 7000.00| 1.00000 1000.00| 1.00000 1000.00
ON-THE-JOB TRAINING (BID) | | |
SECTION TOTALS | $ 1,871,111.11| $ 1,908,458.25| $ 1,971,527.46
------------------------------------------+----------------------------+----------------------------+-------------------------------
CONTRACT TOTALS | $ 1,871,111.11| $ 1,908,458.25| $ 1,971,527.46
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