Skip Maine state header navigation
LETTING DATE : 03/15/06 MAINE DEPARTMENT OF TRANSPORTATION DATE : 03/16/06
PAGE : 1
COUNTIE(S): HANCOCK TABULATION OF BIDS
CONTRACT ID : 009191.00 COMPLETION DATE : 11/02/07
=========
PROJECT(S): STP-9191(00)X LOCATION(S): SULLIVAN, HIGHWAY IMPROVEMENTS MAINE STATE DEPARTMENT OF TRANSPORTATION
A TRUE COPY : __________________________
TITLE : __________________________
ATTEST : ____________________________ CONTRACT DESCRIPTION : SULLIVAN, HIGHWAY IMPROVEMENTS NOTARY PUBLIC
-------------------------------------------------------------------------------------------------------------------------------
TOTAL % OVER
RANK VENDOR NO./NAME BID LOW BID
-------------------------------------------------------------------------------------------------------------------------------
1 000022 LANE CONSTRUCTION CORP. (THE) $ 5,888,286.00 100.0000%
2 000707 SARGENT CORPORATION $ 6,418,715.43 109.0082%
====================================================================================================================================
|( 1 ) 000022 |( 2 ) 000707 |( )
|LANE CONSTRUCTION CORP. (THE |SARGENT CORPORATION |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
SECTION 0001 HIGHWAY ITEMS
| | |
0010 201.11 3.000 HA | 16000.00000 48000.00| 25000.00000 75000.00|
CLEARING | | |
0020 201.23 26.000 EA | 400.00000 10400.00| 500.00000 13000.00|
REMOVING SINGLE TREE TOP ONLY | | |
0030 201.24 28.000 EA | 220.00000 6160.00| 250.00000 7000.00|
REMOVING STUMP | | |
0040 202.08 LUMP | 9000.00000 9000.00| 22500.00000 22500.00|
REMOVING BUILDING NO.: | | |
0050 202.15 18.000 EA | 200.00000 3600.00| 265.00000 4770.00|
REMOVING MANHOLE OR CATCH BASIN | | |
0060 203.20 50000.000 M3 | 18.75000 937500.00| 20.00000 1000000.00|
COMMON EXCAVATION | | |
0070 203.21 4440.000 M3 | 87.00000 386280.00| 65.00000 288600.00|
ROCK EXCAVATION | | |
0080 203.25 50.000 M3 | 41.00000 2050.00| 24.00000 1200.00|
GRANULAR BORROW | | |
0090 206.061 50.000 M3 | 55.00000 2750.00| 24.00000 1200.00|
STRUCTURAL EARTH EXCAVATION - DRAINAGE | | |
AND MINOR STRUCTURES, BELOW GRADE | | |
0100 206.07 690.000 M3 | 210.00000 144900.00| 180.00000 124200.00|
STRUCTURAL ROCK EXCAVATION - DRAINAGE | | |
AND MINOR STRUCTURES | | |
0110 304.10 28000.000 M3 | 28.00000 784000.00| 24.00000 672000.00|
AGGREGATE SUBBASE COURSE - GRAVEL | | |
LETTING DATE : 03/15/06 MAINE DEPARTMENT OF TRANSPORTATION DATE : 03/16/06
PAGE : 2
COUNTIE(S): HANCOCK TABULATION OF BIDS
CONTRACT ID : 009191.00
=========
====================================================================================================================================
|( 1 ) 000022 |( 2 ) 000707 |( )
|LANE CONSTRUCTION CORP. (THE |SARGENT CORPORATION |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0120 310.24 40000.000 M2 | 11.90000 476000.00| 12.00000 480000.00|
PLANT MIX RECYCLED ASPHALT PAVEMENT - | | |
100 MM DEPTH | | |
0130 403.208 5600.000 MG | 59.95000 335720.00| 66.00000 369600.00|
HOT MIX ASPHALT 12.5 MM, SURFACE | | |
0140 403.209 525.000 MG | 125.00000 65625.00| 137.50000 72187.50|
HOT MIX ASPHALT 9.5 MM (SIDEWALKS, | | |
DRIVES, INCIDENTALS) | | |
0150 403.213 5000.000 MG | 59.95000 299750.00| 66.00000 330000.00|
HOT MIX ASPHALT 12.5 MM, BASE | | |
0160 409.15 8000.000 L | 1.50000 12000.00| 1.65000 13200.00|
BITUMINOUS TACK COAT APPLIED | | |
0170 411.10 75.000 M3 | 64.00000 4800.00| 30.00000 2250.00|
UNTREATED AGGREGATE SURFACE COURSE | | |
(TRUCK MEASURE) | | |
0180 411.12 50.000 MG | 60.00000 3000.00| 30.00000 1500.00|
CRUSHED STONE SURFACE | | |
0190 502.219 1.000 LS | 40000.00000 40000.00| 25000.00000 25000.00|
STRUCTURAL CONCRETE, ABUTMENTS AND | | |
RETAINING WALLS | | |
0200 525.1811 45.000 M2 | 390.00000 17550.00| 595.35000 26790.75|
GRANITE BLOCK WALL - REMOVE AND RESET | | |
0210 603.15 8.000 M | 97.00000 776.00| 102.76000 822.08|
300 MM CULVERT PIPE OPTION I | | |
0220 603.159 75.000 M | 97.00000 7275.00| 166.29000 12471.75|
300 MM CULVERT PIPE OPTION III | | |
0230 603.16 181.000 M | 105.00000 19005.00| 117.37000 21243.97|
375 MM CULVERT PIPE OPTION I | | |
0240 603.17 12.000 M | 130.00000 1560.00| 143.95000 1727.40|
450 MM CULVERT PIPE OPTION I | | |
0250 603.179 120.000 M | 330.00000 39600.00| 186.00000 22320.00|
450 MM CULVERT PIPE OPTION III | | |
0260 603.19 24.000 M | 180.00000 4320.00| 176.72000 4241.28|
600 MM CULVERT PIPE OPTION I | | |
0270 603.195 26.000 M | 450.00000 11700.00| 255.13000 6633.38|
600 MM RCP CLASS III | | |
0280 603.199 180.000 M | 350.00000 63000.00| 233.00000 41940.00|
600 MM CULVERT PIPE OPTION III | | |
0290 603.205 22.000 M | 600.00000 13200.00| 328.70000 7231.40|
750 MM REINFORCED CONCRETE PIPE CLASS | | |
III | | |
LETTING DATE : 03/15/06 MAINE DEPARTMENT OF TRANSPORTATION DATE : 03/16/06
PAGE : 3
COUNTIE(S): HANCOCK TABULATION OF BIDS
CONTRACT ID : 009191.00
=========
====================================================================================================================================
|( 1 ) 000022 |( 2 ) 000707 |( )
|LANE CONSTRUCTION CORP. (THE |SARGENT CORPORATION |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0300 603.209 70.000 M | 375.00000 26250.00| 295.90000 20713.00|
750 MM CULVERT PIPE OPTION III | | |
0310 603.215 28.000 M | 600.00000 16800.00| 434.50000 12166.00|
900 MM REINFORCED CONCRETE PIPE CLASS | | |
III | | |
0320 603.219 20.000 M | 400.00000 8000.00| 371.90000 7438.00|
900 MM CULVERT PIPE OPTION III | | |
0330 603.235 22.000 M | 700.00000 15400.00| 538.00000 11836.00|
1200 MM REINFORCED CONCRETE PIPE CLASS | | |
III | | |
0340 603.249 3.000 M | 800.00000 2400.00| 1008.62000 3025.86|
1350 MM CULVERT PIPE OPTION III | | |
0350 603.255 24.000 M | 800.00000 19200.00| 807.41000 19377.84|
1500 MM RCP CLASS III | | |
0360 603.7354 21.000 M | 450.00000 9450.00| 752.95000 15811.95|
REM & RELAY 1350 MM METAL PIPE | | |
0370 604.072 7.000 EA | 3600.00000 25200.00| 3302.42000 23116.94|
CATCH BASIN TYPE A1-C | | |
0380 604.09 3.000 EA | 3200.00000 9600.00| 2894.72000 8684.16|
CATCH BASIN TYPE B1 | | |
0390 604.092 11.000 EA | 3200.00000 35200.00| 2617.97000 28797.67|
CATCH BASIN TYPE B1-C | | |
0400 604.246 1.000 EA | 2100.00000 2100.00| 1630.80000 1630.80|
CATCH BASIN TYPE F5 | | |
0410 605.09 1250.000 M | 72.00000 90000.00| 89.60000 112000.00|
150 MM UNDERDRAIN TYPE B | | |
0420 605.10 90.000 M | 72.00000 6480.00| 74.65000 6718.50|
150 MM UNDERDRAIN OUTLET | | |
0430 605.11 1150.000 M | 125.00000 143750.00| 128.94000 148281.00|
300 MM UNDERDRAIN TYPE C | | |
0440 605.13 210.000 M | 150.00000 31500.00| 161.27000 33866.70|
450 MM UNDERDRAIN TYPE C | | |
0450 605.15 140.000 M | 195.00000 27300.00| 223.44000 31281.60|
600 MM UNDERDRAIN TYPE C | | |
0460 606.23 2110.000 M | 45.00000 94950.00| 49.50000 104445.00|
GUARDRAIL TYPE 3C - SINGLE RAIL | | |
0470 606.232 128.000 M | 50.00000 6400.00| 55.00000 7040.00|
GUARDRAIL TYPE 3C - OVER 4.5 M RADIUS | | |
0480 606.353 50.000 EA | 40.00000 2000.00| 44.00000 2200.00|
REFLECTORIZED FLEXIBLE GUARDRAIL MARKER | | |
0490 606.47 28.000 EA | 15.00000 420.00| 16.50000 462.00|
SINGLE WOOD POST | | |
LETTING DATE : 03/15/06 MAINE DEPARTMENT OF TRANSPORTATION DATE : 03/16/06
PAGE : 4
COUNTIE(S): HANCOCK TABULATION OF BIDS
CONTRACT ID : 009191.00
=========
====================================================================================================================================
|( 1 ) 000022 |( 2 ) 000707 |( )
|LANE CONSTRUCTION CORP. (THE |SARGENT CORPORATION |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0500 606.79 20.000 EA | 1500.00000 30000.00| 1650.00000 33000.00|
GUARDRAIL 350 FLARED TERMINAL | | |
0510 607.22 10.000 M | 90.00000 900.00| 99.00000 990.00|
CEDAR RAIL FENCE | | |
0520 607.24 12.000 M | 70.00000 840.00| 77.00000 924.00|
REMOVE AND RESET FENCE | | |
0530 607.291 20.000 M | 530.00000 10600.00| 49.50000 990.00|
REMOVE AND RESET STONE WALL | | |
0540 609.11 650.000 M | 84.00000 54600.00| 82.98000 53937.00|
VERTICAL CURB TYPE 1 | | |
0550 609.12 30.000 M | 98.00000 2940.00| 97.97000 2939.10|
VERTICAL CURB TYPE 1 - CIRCULAR | | |
0560 609.234 40.000 EA | 125.00000 5000.00| 127.47000 5098.80|
TERMINAL CURB TYPE 1 - 1.2 METER | | |
0570 609.31 1650.000 M | 18.00000 29700.00| 15.40000 25410.00|
CURB TYPE 3 | | |
0580 609.441 355.000 M | 27.00000 9585.00| 45.00000 15975.00|
CURBING REMOVED AND STACKED | | |
0590 610.08 175.000 M3 | 70.00000 12250.00| 50.00000 8750.00|
PLAIN RIPRAP | | |
0600 610.16 800.000 M3 | 52.00000 41600.00| 60.00000 48000.00|
HEAVY RIPRAP | | |
0610 610.18 200.000 M3 | 42.00000 8400.00| 45.00000 9000.00|
STONE DITCH PROTECTION | | |
0620 613.319 6600.000 M2 | 2.30000 15180.00| 2.00000 13200.00|
EROSION CONTROL BLANKET | | |
0630 615.0701 1550.000 M3 | 47.00000 72850.00| 12.00000 18600.00|
LOAM - PLAN QUANTITY | | |
0640 618.1301 35.000 UN | 29.00000 1015.00| 24.00000 840.00|
SEEDING METHOD NUMBER 1 - PLAN QUANTITY | | |
0650 618.1401 230.000 UN | 17.00000 3910.00| 16.50000 3795.00|
SEEDING METHOD NUMBER 2 - PLAN QUANTITY | | |
0660 618.1411 200.000 UN | 28.00000 5600.00| 26.40000 5280.00|
SEEDING METHOD NUMBER 3 - PLAN QUANTITY | | |
0670 618.25 80.000 M3 | 10.00000 800.00| 30.00000 2400.00|
APPLIED WATER | | |
0680 619.1201 465.000 UN | 11.00000 5115.00| 8.80000 4092.00|
MULCH - PLAN QUANTITY | | |
0690 620.58 450.000 M2 | 3.50000 1575.00| 2.00000 900.00|
EROSION CONTROL GEOTEXTILE | | |
0700 621.032 9.000 EA | 160.00000 1440.00| 124.00000 1116.00|
EVERGREEN TREES (1200 MM - 1500 MM) | | |
GROUP B | | |
LETTING DATE : 03/15/06 MAINE DEPARTMENT OF TRANSPORTATION DATE : 03/16/06
PAGE : 5
COUNTIE(S): HANCOCK TABULATION OF BIDS
CONTRACT ID : 009191.00
=========
====================================================================================================================================
|( 1 ) 000022 |( 2 ) 000707 |( )
|LANE CONSTRUCTION CORP. (THE |SARGENT CORPORATION |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0710 621.196 3.000 EA | 415.00000 1245.00| 198.00000 594.00|
MEDIUM DECIDUOUS TREE (45 MM - 50 MM | | |
CALIPER) GROUP B | | |
0720 621.267 9.000 EA | 390.00000 3510.00| 280.00000 2520.00|
LARGE DECIDUOUS TREE (45 MM - 50 MM | | |
CALIPER) GROUP A | | |
0730 621.54 36.000 EA | 80.00000 2880.00| 23.20000 835.20|
DECIDUOUS SHRUBS (450 MM - 600 MM) | | |
GROUP A | | |
0740 621.547 45.000 EA | 88.00000 3960.00| 26.40000 1188.00|
DECIDUOUS SHRUBS (600 MM - 900 MM) | | |
GROUP B | | |
0750 627.711 17000.000 M | 0.82000 13940.00| 1.00000 17000.00|
WHITE OR YELLOW PAINTED PAVEMENT | | |
MARKING LINE (PLAN QUANTITY ) | | |
0760 627.75 50.000 M2 | 22.00000 1100.00| 24.00000 1200.00|
WHITE OR YELLOW PAVEMENT AND CURB | | |
MARKING | | |
0770 627.76 LUMP | 14000.00000 14000.00| 15000.00000 15000.00|
TEMPORARY PAVEMENT MARKING LINE, WHITE | | |
OR YELLOW | | |
0780 629.05 10.000 HR | 28.00000 280.00| 28.00000 280.00|
HAND LABOR, STRAIGHT TIME | | |
0790 631.20 10.000 HR | 120.00000 1200.00| 125.00000 1250.00|
STUMP CHIPPER (INCLUDING OPERATOR) | | |
0800 631.32 10.000 HR | 175.00000 1750.00| 150.00000 1500.00|
CULVERT CLEANER (INCLUDING OPERATOR) | | |
0810 635.31 70.000 M2 | 590.00000 41300.00| 902.84000 63198.80|
PREFABRICATED CONCRETE BLOCK GRAVITY | | |
WALL | | |
0820 637.071 LUMP | 55000.00000 55000.00| 275000.00000 275000.00|
DUST CONTROL | | |
0830 639.18 1.000 EA | 25000.00000 25000.00| 25000.00000 25000.00|
FIELD OFFICE TYPE A | | |
0840 652.33 100.000 EA | 35.00000 3500.00| 75.00000 7500.00|
DRUM | | |
0850 652.34 200.000 EA | 15.00000 3000.00| 20.00000 4000.00|
CONE | | |
0860 652.35 150.000 M2 | 100.00000 15000.00| 120.00000 18000.00|
CONSTRUCTION SIGNS | | |
0870 652.361 156.000 LS | 62500.00000 62500.00| 200000.00000 200000.00|
MAINTENANCE OF TRAFFIC CONTROL DEVICES | | |
LETTING DATE : 03/15/06 MAINE DEPARTMENT OF TRANSPORTATION DATE : 03/16/06
PAGE : 6
COUNTIE(S): HANCOCK TABULATION OF BIDS
CONTRACT ID : 009191.00
=========
====================================================================================================================================
|( 1 ) 000022 |( 2 ) 000707 |( )
|LANE CONSTRUCTION CORP. (THE |SARGENT CORPORATION |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0880 652.38 7000.000 HR | 16.00000 112000.00| 16.00000 112000.00|
FLAGGER | | |
0890 652.41 2.000 EA | 10000.00000 20000.00| 15000.00000 30000.00|
PORTABLE - CHANGEABLE MESSAGE SIGN | | |
0900 653.22 20.000 M2 | 25.00000 500.00| 15.00000 300.00|
50 MM POLYSTYRENE PLASTIC INSULATION | | |
0910 656.75 LUMP | 45000.00000 45000.00| 190590.00000 190590.00|
TEMPORARY SOIL EROSION AND WATER | | |
POLLUTION CONTROL | | |
0920 658.20 200.000 M2 | 18.00000 3600.00| 20.00000 4000.00|
ACRYLIC LATEX COLOR FINISH, GREEN | | |
0930 659.10 LUMP | 498000.00000 498000.00| 641800.00000 641800.00|
MOBILIZATION | | |
0940 660.21 4600.000 HR | 2.00000 9200.00| 2.00000 9200.00|
ON-THE-JOB TRAINING (BID) | | |
SECTION TOTALS | $ 5,573,286.00| $ 6,124,715.43| $
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
SECTION 0002 ALTERNATE 1
| | |
0950 304.08 10500.000 M3 | 30.00000 315000.00| 28.00000 294000.00|
AGGREGATE BASE COURSE - SCREENED | | |
SECTION TOTALS | $ 315,000.00| $ 294,000.00| $
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
SECTION 0003 ALTERNATE 2
| | |
0960 304.1311 10500.000 M3 | | |
DENSE GRADED CRUSHED AGGREGATE BASE | | |
SECTION TOTALS | $ | $ | $
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
CONTRACT TOTALS | $ 5,888,286.00| $ 6,418,715.43| $
====================================================================================================================================