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LETTING DATE : 11/17/04 MAINE DEPARTMENT OF TRANSPORTATION DATE : 11/18/04
PAGE : 1
COUNTIE(S): HANCOCK TABULATION OF BIDS
CONTRACT ID : 007106.00 COMPLETION DATE : 06/16/06
=========
PROJECT(S): NH-7106(00)E LOCATION(S): ELLSWORTH MAINE STATE DEPARTMENT OF TRANSPORTATION
A TRUE COPY : __________________________
TITLE : __________________________
ATTEST : ____________________________ CONTRACT DESCRIPTION : ELLSWORTH, HIGHWAY RECONSTRUCTION NOTARY PUBLIC
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TOTAL % OVER
RANK VENDOR NO./NAME BID LOW BID
--------------------------------------------------------------------------------------------------------------------------
1 000022 LANE CONSTRUCTION CORP. (THE) $ 2,472,947.40 100.0000%
2 000649 SARGENT & SARGENT, INC. $ 2,753,539.50 111.3465%
====================================================================================================================================
|( 1 ) 000022 |( 2 ) 000649 |( )
|LANE CONSTRUCTION CORP. (TH |SARGENT & SARGENT, INC. |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0001 HIGHWAY ITEMS
| | |
0010 107.51 LUMP| 4000.00000 4000.00| 25000.00000 25000.00|
PROSECUTION OF WORK - INITIAL SCHEDULE | | |
0020 107.53 12.000 EA | 500.00000 6000.00| 1500.00000 18000.00|
PROSECUTION OF WORK - BIWEEKLY UPDATES | | |
0030 201.23 4.000 EA | 300.00000 1200.00| 600.00000 2400.00|
REMOVING SINGLE TREE TOP ONLY | | |
0040 201.24 5.000 EA | 350.00000 1750.00| 250.00000 1250.00|
REMOVING STUMP | | |
0050 202.15 11.000 EA | 400.00000 4400.00| 300.00000 3300.00|
REMOVING MANHOLE OR CATCH BASIN | | |
0060 203.20 15280.000 M3 | 20.00000 305600.00| 20.00000 305600.00|
COMMON EXCAVATION | | |
0070 203.2312 LUMP| 5000.00000 5000.00| 15000.00000 15000.00|
HEALTH AND SAFETY PLAN | | |
0080 203.2333 15.000 MG | 100.00000 1500.00| 125.00000 1875.00|
DISPOSAL OF SPECIAL EXCAVATION | | |
0090 203.25 30.000 M3 | 30.00000 900.00| 24.00000 720.00|
GRANULAR BORROW | | |
0100 206.061 50.000 M3 | 32.00000 1600.00| 24.00000 1200.00|
STRUCTURAL EARTH EXCAVATION - DRAINAGE | | |
AND MINOR STRUCTURES, BELOW GRADE | | |
0110 304.10 10145.000 M3 | 28.00000 284060.00| 28.00000 284060.00|
AGGREGATE SUBBASE COURSE - GRAVEL | | |
0120 403.207 4850.000 MG | 48.75000 236437.50| 52.00000 252200.00|
HOT MIX ASPHALT 19.0 MM NOMINAL MAX SIZ | | |
LETTING DATE : 11/17/04 MAINE DEPARTMENT OF TRANSPORTATION DATE : 11/18/04
PAGE : 2
COUNTIE(S): HANCOCK TABULATION OF BIDS
CONTRACT ID : 007106.00
=========
====================================================================================================================================
|( 1 ) 000022 |( 2 ) 000649 |( )
|LANE CONSTRUCTION CORP. (TH |SARGENT & SARGENT, INC. |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0130 403.208 1800.000 MG | 48.75000 87750.00| 52.00000 93600.00|
HOT MIX ASPHALT 12.5 MM, SURFACE | | |
0140 403.209 1040.000 MG | 92.00000 95680.00| 120.00000 124800.00|
HOT MIX ASPHALT 9.5 MM(SIDEWALKS,DRIVES | | |
INCIDENTAL ) | | |
0150 403.213 1800.000 MG | 48.75000 87750.00| 52.00000 93600.00|
HOT MIX ASPHALT 12.5 MM, BASE | | |
0160 409.15 1550.000 L | 1.60000 2480.00| 2.00000 3100.00|
BITUMINOUS TACK COAT APPLIED | | |
0170 502.341 27.000 M3 | 500.00000 13500.00| 750.00000 20250.00|
STRUCTURAL CONCRETE ROADWAY MEDIAN | | |
0180 603.159 17.000 M | 320.00000 5440.00| 150.00000 2550.00|
300 MM CULVERT PIPE OPTION III | | |
0190 603.169 4.800 M | 320.00000 1536.00| 180.00000 864.00|
375 MM CULVERT PIPE OPTION III | | |
0200 603.195 18.000 M | 340.00000 6120.00| 250.00000 4500.00|
600 MM RCP CLASS III | | |
0210 603.199 20.400 M | 300.00000 6120.00| 300.00000 6120.00|
600 MM CULVERT PIPE OPTION III | | |
0220 604.072 5.000 EA | 3000.00000 15000.00| 3000.00000 15000.00|
CATCH BASIN TYPE A1-C | | |
0230 604.076 1.000 EA | 3600.00000 3600.00| 3600.00000 3600.00|
1500 MM CATCH BASIN TYPE A1-C | | |
0240 604.092 1.000 EA | 2800.00000 2800.00| 2800.00000 2800.00|
CATCH BASIN TYPE B1-C | | |
0250 604.15 2.000 EA | 2800.00000 5600.00| 3000.00000 6000.00|
MANHOLE | | |
0260 604.16 15.000 EA | 650.00000 9750.00| 500.00000 7500.00|
ALTERING CATCH BASIN TO MANHOLES | | |
0270 604.167 1.000 EA | 280.00000 280.00| 275.00000 275.00|
ALTER CATCH BASIN GRATE TO CASCADE | | |
0280 604.18 8.000 EA | 420.00000 3360.00| 425.00000 3400.00|
ADJUSTING MANHOLE OR CATCH BASIN TO | | |
GRADE | | |
0290 604.182 2.000 EA | 250.00000 500.00| 300.00000 600.00|
CLEAN EXISTING CATCH BASIN AND MANHOLE | | |
0300 604.2404 13.000 EA | 2200.00000 28600.00| 2500.00000 32500.00|
SUB-BASIN BOWL | | |
0310 604.247 1.000 EA | 1750.00000 1750.00| 2000.00000 2000.00|
CATCH BASIN TYPE F5-C | | |
0320 604.252 5.000 EA | 3000.00000 15000.00| 3000.00000 15000.00|
CATCH BASIN TYPE A5-C | | |
LETTING DATE : 11/17/04 MAINE DEPARTMENT OF TRANSPORTATION DATE : 11/18/04
PAGE : 3
COUNTIE(S): HANCOCK TABULATION OF BIDS
CONTRACT ID : 007106.00
=========
====================================================================================================================================
|( 1 ) 000022 |( 2 ) 000649 |( )
|LANE CONSTRUCTION CORP. (TH |SARGENT & SARGENT, INC. |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0330 604.257 2.000 EA | 4000.00000 8000.00| 4800.00000 9600.00|
1800 MM CATCH BASIN TYPE A5-C | | |
0340 605.09 310.000 M | 95.00000 29450.00| 100.00000 31000.00|
150 MM UNDERDRAIN TYPE B | | |
0350 605.15 42.000 M | 165.00000 6930.00| 200.00000 8400.00|
600 MM UNDERDRAIN TYPE C | | |
0360 607.24 20.000 M | 50.00000 1000.00| 55.00000 1100.00|
REMOVE AND RESET FENCE | | |
0370 608.253 35.000 M2 | 300.00000 10500.00| 300.00000 10500.00|
MASONRY PAVER WITH TRUNCATED DOME | | |
0380 609.11 1620.000 M | 95.00000 153900.00| 70.00000 113400.00|
VERTICAL CURB TYPE 1 | | |
0390 609.12 160.000 M | 120.00000 19200.00| 100.00000 16000.00|
VERTICAL CURB TYPE 1 - CIRCULAR | | |
0400 609.237 230.000 EA | 250.00000 57500.00| 200.00000 46000.00|
TERMINAL CURB TYPE 1 - 2.1 METER | | |
0410 609.31 327.000 M | 18.00000 5886.00| 20.00000 6540.00|
CURB TYPE 3 | | |
0420 610.08 5.000 M3 | 70.00000 350.00| 80.00000 400.00|
PLAIN RIPRAP | | |
0430 613.319 30.000 M2 | 2.50000 75.00| 2.00000 60.00|
EROSION CONTROL BLANKET | | |
0440 615.07 371.000 M3 | 40.00000 14840.00| 30.00000 11130.00|
LOAM | | |
0450 618.1301 34.000 UN | 28.00000 952.00| 30.00000 1020.00|
SEEDING METHOD NUMBER 1 - PLAN QUANTITY | | |
0460 618.1411 3.000 UN | 50.00000 150.00| 40.00000 120.00|
SEEDING METHOD NUMBER 3 - PLAN QUANTITY | | |
0470 618.15 11.000 KG | 4.00000 44.00| 2.50000 27.50|
TEMPORARY SEEDING | | |
0480 619.1201 2.000 UN | 9.00000 18.00| 100.00000 200.00|
MULCH - PLAN QUANTITY | | |
0490 620.56 510.000 M2 | 3.00000 1530.00| 1.00000 510.00|
DRAINAGE GEOTEXTILE | | |
0500 621.202 3.000 EA | 325.00000 975.00| 400.00000 1200.00|
MEDIUM DECIDUOUS TREE (50 MM - 65 MM | | |
CALIPER) GROUP B | | |
0510 621.273 12.000 EA | 325.00000 3900.00| 400.00000 4800.00|
LARGE DECIDUOUS TREE (50 MM - 65 MM | | |
CALIPER) GROUP A | | |
0520 621.54 36.000 EA | 39.00000 1404.00| 33.00000 1188.00|
DECIDUOUS SHRUBS (450 MM - 600 MM) | | |
GROUP A | | |
LETTING DATE : 11/17/04 MAINE DEPARTMENT OF TRANSPORTATION DATE : 11/18/04
PAGE : 4
COUNTIE(S): HANCOCK TABULATION OF BIDS
CONTRACT ID : 007106.00
=========
====================================================================================================================================
|( 1 ) 000022 |( 2 ) 000649 |( )
|LANE CONSTRUCTION CORP. (TH |SARGENT & SARGENT, INC. |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0530 621.71 120.000 EA | 12.00000 1440.00| 20.00000 2400.00|
HERBACEOUS PERENNIALS GROUP A | | |
0540 621.80 LUMP| 1500.00000 1500.00| 2500.00000 2500.00|
ESTABLISHMENT PERIOD | | |
0550 626.22 100.000 M | 80.00000 8000.00| 12.00000 1200.00|
NON-METALLIC CONDUIT | | |
0560 626.31 2.000 EA | 700.00000 1400.00| 550.00000 1100.00|
450 MM FOUNDATION | | |
0570 626.331 5.000 EA | 1600.00000 8000.00| 1045.00000 5225.00|
900 MM FOUNDATION | | |
0580 626.35 1.000 EA | 800.00000 800.00| 770.00000 770.00|
CONTROLLER CABINET FOUNDATION | | |
0590 626.36 4.000 EA | 650.00000 2600.00| 500.00000 2000.00|
REMOVE OR MODIFY CONCRETE FOUNDATION | | |
0600 627.711 3505.000 M | 0.74000 2593.70| 1.00000 3505.00|
WHITE OR YELLOW PAINTED PAVEMENT | | |
MARKING LINE (PLAN QUANTITY ) | | |
0610 627.75 230.000 M2 | 16.14000 3712.20| 20.00000 4600.00|
WHITE OR YELLOW PAVEMENT AND CURB | | |
MARKING | | |
0620 627.76 LUMP| 5000.00000 5000.00| 5000.00000 5000.00|
TEMPORARY PAVEMENT MARKING LINE, WHITE | | |
OR YELLOW | | |
0630 629.05 30.000 HR | 30.00000 900.00| 28.00000 840.00|
HAND LABOR, STRAIGHT TIME | | |
0640 631.10 5.000 HR | 40.00000 200.00| 36.00000 180.00|
AIR COMPRESSOR (INCLUDING OPERATOR) | | |
0650 631.11 5.000 HR | 35.00000 175.00| 36.00000 180.00|
AIR TOOL (INCLUDING OPERATOR) | | |
0660 631.12 10.000 HR | 140.00000 1400.00| 120.00000 1200.00|
ALL PURPOSE EXCAVATOR (INCLUDING | | |
OPERATOR) | | |
0670 631.13 10.000 HR | 80.00000 800.00| 100.00000 1000.00|
BULLDOZER (INCLUDING OPERATOR) | | |
0680 631.172 20.000 HR | 55.00000 1100.00| 48.00000 960.00|
TRUCK - LARGE (INCLUDING OPERATOR) | | |
0690 631.20 5.000 HR | 130.00000 650.00| 90.00000 450.00|
STUMP CHIPPER (INCLUDING OPERATOR) | | |
0700 631.22 10.000 HR | 85.00000 850.00| 90.00000 900.00|
FRONT END LOADER (INCLUDING OPERATOR) | | |
0710 631.32 10.000 HR | 130.00000 1300.00| 125.00000 1250.00|
CULVERT CLEANER (INCLUDING OPERATOR) | | |
LETTING DATE : 11/17/04 MAINE DEPARTMENT OF TRANSPORTATION DATE : 11/18/04
PAGE : 5
COUNTIE(S): HANCOCK TABULATION OF BIDS
CONTRACT ID : 007106.00
=========
====================================================================================================================================
|( 1 ) 000022 |( 2 ) 000649 |( )
|LANE CONSTRUCTION CORP. (TH |SARGENT & SARGENT, INC. |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0720 634.208 1.000 EA | 800.00000 800.00| 8250.00000 8250.00|
REMOVE AND RESET LIGHT STANDARDS | | |
0730 637.071 LUMP| 35000.00000 35000.00| 125000.00000 125000.00|
DUST CONTROL | | |
0740 639.18 1.000 EA | 15000.00000 15000.00| 12000.00000 12000.00|
FIELD OFFICE TYPE A | | |
0750 643.71 LUMP| 44000.00000 44000.00| 50000.00000 50000.00|
TRAFFIC SIGNAL MODIFICATION | | |
0760 643.91 1.000 EA | 5200.00000 5200.00| 5000.00000 5000.00|
MAST ARM POLE W/12 M MAST ARM | | |
0770 643.91 2.000 EA | 5500.00000 11000.00| 5500.00000 11000.00|
MAST ARM POLE W/14 M MAST ARM | | |
0780 643.91 1.000 EA | 4500.00000 4500.00| 6500.00000 6500.00|
MAST ARM POLE W/9 M MAST ARM | | |
0790 643.92 1.000 EA | 3000.00000 3000.00| 770.00000 770.00|
PEDESTAL POLE | | |
0800 652.311 10.000 EA | 100.00000 1000.00| 100.00000 1000.00|
TYPE II BARRICADE | | |
0810 652.33 90.000 EA | 35.00000 3150.00| 75.00000 6750.00|
DRUM | | |
0820 652.34 90.000 EA | 10.00000 900.00| 20.00000 1800.00|
CONE | | |
0830 652.35 102.000 M2 | 85.00000 8670.00| 120.00000 12240.00|
CONSTRUCTION SIGNS | | |
0840 652.361 125.000 LS | 45000.00000 45000.00| 35000.00000 35000.00|
MAINTENANCE OF TRAFFIC CONTROL DEVICES | | |
0850 652.38 5040.000 HR | 14.50000 73080.00| 20.00000 100800.00|
FLAGGER | | |
0860 656.75 LUMP| 10000.00000 10000.00| 85000.00000 85000.00|
TEMPORARY SOIL EROSION AND WATER | | |
POLLUTION CONTROL | | |
0870 657.24 53.000 UN | 21.00000 1113.00| 10.00000 530.00|
SEEDING PITS | | |
0880 658.20 10.000 M2 | 29.50000 295.00| 30.00000 300.00|
ACRYLIC LATEX COLOR FINISH, GREEN | | |
0890 659.10 LUMP| 225000.00000 225000.00| 250000.00000 250000.00|
MOBILIZATION | | |
0900 660.21 2000.000 HR | 1.00000 2000.00| 2.00000 4000.00|
ON-THE-JOB TRAINING (BID) | | |
0910 812.162 14.000 EA | 450.00000 6300.00| 375.00000 5250.00|
ADJUST SEWER MANHOLE TO GRADE | | |
LETTING DATE : 11/17/04 MAINE DEPARTMENT OF TRANSPORTATION DATE : 11/18/04
PAGE : 6
COUNTIE(S): HANCOCK TABULATION OF BIDS
CONTRACT ID : 007106.00
=========
====================================================================================================================================
|( 1 ) 000022 |( 2 ) 000649 |( )
|LANE CONSTRUCTION CORP. (TH |SARGENT & SARGENT, INC. |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0920 812.164 2.000 EA | 1500.00000 3000.00| 1200.00000 2400.00|
REBUILDING SEWER MANHOLE | | |
0930 822.33 135.000 M | 230.00000 31050.00| 200.00000 27000.00|
150 MM CLASS 52 DI PIPE | | |
0940 822.34 160.000 M | 235.00000 37600.00| 240.00000 38400.00|
200 MM CLASS 52 DI PIPE | | |
0950 823.325 2.000 EA | 1000.00000 2000.00| 1200.00000 2400.00|
200 MM GATE VALVE | | |
0960 823.3256 4.000 EA | 3500.00000 14000.00| 6000.00000 24000.00|
LIVE TAP CONNECTIONS (300 MM X 150 MM) | | |
0970 823.3256 1.000 EA | 3700.00000 3700.00| 6000.00000 6000.00|
LIVE TAP CONNECTIONS (300 MM X 200 MM) | | |
0980 823.331 7.000 EA | 1000.00000 7000.00| 900.00000 6300.00|
150 MM GATE VALVE | | |
0990 824.30 7.000 EA | 3500.00000 24500.00| 4000.00000 28000.00|
FIRE HYDRANTS | | |
1000 824.31 2.000 EA | 400.00000 800.00| 450.00000 900.00|
REMOVE FIRE HYDRANT | | |
1010 825.41 375.000 M | 160.00000 60000.00| 150.00000 56250.00|
19 MM COPPER SERVICE | | |
1020 825.43 50.000 M | 250.00000 12500.00| 160.00000 8000.00|
25 MM COPPER SERVICE | | |
1030 825.431 20.000 M | 265.00000 5300.00| 180.00000 3600.00|
38 MM COPPER SERVICE | | |
1040 827.301 80.000 M3 | 200.00000 16000.00| 150.00000 12000.00|
ROCK EXCAVATION WATER MAIN | | |
1050 827.311 20.000 M3 | 50.00000 1000.00| 24.00000 480.00|
UNSUITABLE SOIL EXCAVATION, REMOVE AND | | |
REFILL- BELOW GRADE | | |
1060 827.33 600.000 M | 24.00000 14400.00| 25.00000 15000.00|
TRENCH INSULATION | | |
1070 832.065 LUMP| 7000.00000 7000.00| 15000.00000 15000.00|
TEMPORARY PIPING | | |
1080 832.07 LUMP| 1.00000 1.00| 5000.00000 5000.00|
OWNERS TESTING ALLOWANCE | | |
1230 823.332 20.000 EA | 100.00000 2000.00| 125.00000 2500.00|
GATE VALVE BOX, ADJUST TO GRADE | | |
SECTION TOTALS | $ 2,340,947.40| $ 2,621,539.50| $ 0.00
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0004 RETAINING WALL ALTERNATE 1
| | |
LETTING DATE : 11/17/04 MAINE DEPARTMENT OF TRANSPORTATION DATE : 11/18/04
PAGE : 7
COUNTIE(S): HANCOCK TABULATION OF BIDS
CONTRACT ID : 007106.00
=========
====================================================================================================================================
|( 1 ) 000022 |( 2 ) 000649 |( )
|LANE CONSTRUCTION CORP. (TH |SARGENT & SARGENT, INC. |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
1400 635.31 330.000 M2 | 400.00000 132000.00| 0.00000 0.00|
PREFABRICATED CONCRETE BLOCK GRAVITY | | |
WALL | | |
SECTION TOTALS | $ 132,000.00| $ 0.00| $ 0.00
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0005 RETAINING WALL ALTERNATE 2
| | |
1410 636.64 330.000 M2 | 0.00000 0.00| 400.00000 132000.00|
SEGMENTAL RETAINING WALL - SUPPLIER | | |
DESIGN - 4' OR GREATER | | |
SECTION TOTALS | $ 0.00| $ 132,000.00| $ 0.00
------------------------------------------+----------------------------+----------------------------+-------------------------------
CONTRACT TOTALS | $ 2,472,947.40| $ 2,753,539.50| $
====================================================================================================================================