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LETTING DATE : 03/22/00 MAINE DEPARTMENT OF TRANSPORTATION DATE : 12/04/01
PAGE : 1
LOCATION : FALMOUTH TABULATION OF BIDS
CONTRACT ID : 008420.00
=========
COMPLETION DATE : 08/15/00
PROJECT(S): STP-8420(00)X COUNTIE(S) : CUMBERLAND MAINE STATE DEPTARTMENT OF TRANSPORTATION
A TRUE COPY : __________________________
TITLE : __________________________
CONTRACT DESCRIPTION : SUPERPAVE HOT MIX ASPHALT OVERLAY ATTEST : _______________________________
NOTARY PUBLIC
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TOTAL % OVER
RANK VENDOR NO./NAME BID LOW BID
--------------------------------------------------------------------------------------------------------------------------
1 000164 C P M CONSTRUCTORS $ 818,136.90 100.0000%
2 000855 BRIDGECORP $ 1,047,831.82 128.0754%
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|( 1 ) 000164 |( 2 ) 000855 |( )
|C P M CONSTRUCTORS |BRIDGECORP |
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| 4000.00000 4000.00| 175000.00000 175000.00|
TEMPORARY SOIL EROSION AND WATER | | |
POLLUTION CONTROL | | |
0020 201.23 2.000 EA | 1000.00000 2000.00| 500.00000 1000.00|
REMOVING SINGLE TREE TOP ONLY | | |
0030 201.24 2.000 EA | 200.00000 400.00| 200.00000 400.00|
REMOVING STUMP | | |
0040 203.20 100.000 M3 | 12.00000 1200.00| 24.00000 2400.00|
COMMON EXCAVATION | | |
0050 203.25 100.000 M3 | 20.00000 2000.00| 24.00000 2400.00|
GRANULAR BORROW | | |
0060 206.061 20.000 M3 | 45.00000 900.00| 25.00000 500.00|
STRUCTURAL EARTH EXCAVATION - DRAINAGE | | |
AND MINOR STRUCTURES, BELOW GRADE | | |
0070 206.07 925.000 M3 | 120.00000 111000.00| 190.00000 175750.00|
STRUCTURAL ROCK EXCAVATION - DRAINAGE | | |
AND MINOR STRUCTURES | | |
0080 304.10 100.000 M3 | 25.00000 2500.00| 40.00000 4000.00|
AGGREGATE SUBBASE COURSE - GRAVEL | | |
0090 307.331 10600.000 M2 | 1.75000 18550.00| 1.94000 20564.00|
COLD IN-PLACE RECYCLED PAVEMENT | | |
(UNTREATED) | | |
0100 403.207 1600.000 MG | 38.50000 61600.00| 44.00000 70400.00|
HOT MIX ASPHALT 19.0 MM NOMINAL MAX SIZ | | |
LETTING DATE : 03/22/00 MAINE DEPARTMENT OF TRANSPORTATION DATE : 12/04/01
PAGE : 2
LOCATION : FALMOUTH TABULATION OF BIDS
CONTRACT ID : 008420.00
=========
====================================================================================================================================
|( 1 ) 000164 |( 2 ) 000855 |( )
|C P M CONSTRUCTORS |BRIDGECORP |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0110 403.209 150.000 MG | 90.00000 13500.00| 122.50000 18375.00|
HOT MIX ASPHALT 9.5 MM(SIDEWALKS,DRIVES | | |
INCIDENTAL ) | | |
0120 403.210 850.000 MG | 38.50000 32725.00| 56.25000 47812.50|
HOT MIX ASPHALT 9.5 MM NOMINAL MAX SIZE | | |
0130 409.15 1100.000 L | 1.20000 1320.00| 1.56000 1716.00|
BITUMINOUS TACK COAT APPLIED | | |
0140 411.10 200.000 M3 | 25.00000 5000.00| 37.00000 7400.00|
UNTREATED AGGREGATE SURFACE COURSE | | |
(TRUCK MEASURE) | | |
0150 525.33 LUMP| 2100.00000 2100.00| 2500.00000 2500.00|
STONE MASONRY WALL - REMOVE AND RESET | | |
0160 603.169 8.000 M | 200.00000 1600.00| 150.00000 1200.00|
375 MM CULVERT PIPE OPTION III | | |
0170 603.179 15.000 M | 200.00000 3000.00| 150.00000 2250.00|
450 MM CULVERT PIPE OPTION III | | |
0180 603.189 197.000 M | 225.00000 44325.00| 120.00000 23640.00|
525 MM CULVERT PIPE OPTION III | | |
0190 603.2009 19.000 M | 250.00000 4750.00| 200.00000 3800.00|
675 MM CULVERT PIPE OPTION III | | |
0200 604.092 24.000 EA | 2650.00000 63600.00| 1750.00000 42000.00|
CATCH BASIN TYPE B1-C | | |
0210 604.242 2.000 EA | 2000.00000 4000.00| 900.00000 1800.00|
CATCH BASIN TYPE F3 | | |
0220 605.09 822.000 M | 85.00000 69870.00| 55.00000 45210.00|
150 MM UNDERDRAIN TYPE B | | |
0230 605.11 560.000 M | 125.00000 70000.00| 70.00000 39200.00|
300 MM UNDERDRAIN TYPE C | | |
0240 605.12 421.000 M | 125.00000 52625.00| 85.00000 35785.00|
375 MM UNDERDRAIN TYPE C | | |
0250 605.13 259.000 M | 145.00000 37555.00| 98.00000 25382.00|
450 MM UNDERDRAIN TYPE C | | |
0260 605.14 101.000 M | 145.00000 14645.00| 135.00000 13635.00|
525 MM UNDERDRAIN TYPE C | | |
0270 606.47 8.000 EA | 50.00000 400.00| 35.00000 280.00|
SINGLE WOOD POST | | |
0280 609.31 1522.000 M | 9.50000 14459.00| 12.31000 18735.82|
CURB TYPE 3 | | |
0290 610.08 44.000 M3 | 75.00000 3300.00| 100.00000 4400.00|
PLAIN RIPRAP | | |
0300 610.18 5.000 M3 | 75.00000 375.00| 100.00000 500.00|
STONE DITCH PROTECTION | | |
LETTING DATE : 03/22/00 MAINE DEPARTMENT OF TRANSPORTATION DATE : 12/04/01
PAGE : 3
LOCATION : FALMOUTH TABULATION OF BIDS
CONTRACT ID : 008420.00
=========
====================================================================================================================================
|( 1 ) 000164 |( 2 ) 000855 |( )
|C P M CONSTRUCTORS |BRIDGECORP |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0310 613.319 412.000 M2 | 2.00000 824.00| 2.25000 927.00|
TEMPORARY EROSION CONTROL BLANKET | | |
0320 615.07 375.000 M3 | 40.00000 15000.00| 38.00000 14250.00|
LOAM | | |
0330 618.13 37.000 UN | 19.00000 703.00| 22.00000 814.00|
SEEDING METHOD NUMBER 1 | | |
0340 619.12 37.000 UN | 9.50000 351.50| 11.00000 407.00|
MULCH | | |
0350 620.58 70.000 M2 | 8.00000 560.00| 3.50000 245.00|
EROSION CONTROL GEOTEXTILE | | |
0360 627.711 3110.000 M | 0.46000 1430.60| 0.55000 1710.50|
WHITE OR YELLOW PAINTED PAVEMENT | | |
MARKING LINE (PLAN QUANTITY ) | | |
0370 627.75 24.000 M2 | 16.20000 388.80| 17.00000 408.00|
WHITE OR YELLOW PAVEMENT AND CURB | | |
MARKING | | |
0380 627.76 LUMP| 600.00000 600.00| 650.00000 650.00|
TEMPORARY PAVEMENT MARKING LINE, WHITE | | |
OR YELLOW | | |
0390 629.05 30.000 MH | 25.00000 750.00| 40.00000 1200.00|
HAND LABOR, STRAIGHT TIME | | |
0400 631.10 8.000 HR | 40.00000 320.00| 50.00000 400.00|
AIR COMPRESSOR (INCLUDING OPERATOR) | | |
0410 631.11 8.000 HR | 30.00000 240.00| 30.00000 240.00|
AIR TOOL (INCLUDING OPERATOR) | | |
0420 631.12 20.000 HR | 85.00000 1700.00| 115.00000 2300.00|
ALL PURPOSE EXCAVATOR (INCLUDING | | |
OPERATOR) | | |
0430 631.172 8.000 HR | 45.00000 360.00| 45.00000 360.00|
TRUCK - LARGE (INCLUDING OPERATOR) | | |
0440 631.22 8.000 HR | 65.00000 520.00| 100.00000 800.00|
FRONT END LOADER (INCLUDING OPERATOR) | | |
0450 631.32 10.000 HR | 150.00000 1500.00| 125.00000 1250.00|
CULVERT CLEANER (INCLUDING OPERATOR) | | |
0460 637.071 LUMP| 5000.00000 5000.00| 15000.00000 15000.00|
DUST CONTROL | | |
0470 639.18 1.000 EA | 6000.00000 6000.00| 6500.00000 6500.00|
FIELD OFFICE TYPE A | | |
0480 652.31 20.000 EA | 55.00000 1100.00| 35.00000 700.00|
TYPE I BARRICADE | | |
0490 652.311 20.000 EA | 55.00000 1100.00| 35.00000 700.00|
TYPE II BARRICADE | | |
LETTING DATE : 03/22/00 MAINE DEPARTMENT OF TRANSPORTATION DATE : 12/04/01
PAGE : 4
LOCATION : FALMOUTH TABULATION OF BIDS
CONTRACT ID : 008420.00
=========
====================================================================================================================================
|( 1 ) 000164 |( 2 ) 000855 |( )
|C P M CONSTRUCTORS |BRIDGECORP |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0500 652.33 30.000 EA | 70.00000 2100.00| 35.00000 1050.00|
DRUM | | |
0510 652.34 75.000 EA | 20.00000 1500.00| 25.00000 1875.00|
CONE | | |
0520 652.35 71.000 M2 | 90.00000 6390.00| 60.00000 4260.00|
CONSTRUCTION SIGNS | | |
0530 652.361 1.000 LS | 10000.00000 10000.00| 7500.00000 7500.00|
MAINTENANCE OF TRAFFIC CONTROL DEVICES | | |
0540 652.38 2500.000 MH | 14.00000 35000.00| 8.50000 21250.00|
FLAGGER | | |
0550 659.10 LUMP| 81400.00000 81400.00| 175000.00000 175000.00|
MOBILIZATION | | |
SECTION TOTALS | $ 818,136.90| $ 1,047,831.82| $ 0.00
------------------------------------------+----------------------------+----------------------------+-------------------------------
CONTRACT TOTALS | $ 818,136.90| $ 1,047,831.82| $
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