Skip Maine state header navigation
LETTING DATE : 06/07/00 MAINE DEPARTMENT OF TRANSPORTATION DATE : 12/04/01
PAGE : 1
LOCATION : MT CHASE TABULATION OF BIDS
MERRILL
CONTRACT ID : 008353.40
=========
PROJECT(S): STP-8353(40)X COUNTIE(S) : AROOSTOOK MAINE STATE DEPTARTMENT OF TRANSPORTATION
PENOBSCOT A TRUE COPY : __________________________
TITLE : __________________________
ATTEST : _______________________________
CONTRACT DESCRIPTION : HIGHWAY IMPROVEMENTS NOTARY PUBLIC
--------------------------------------------------------------------------------------------------------------------------
TOTAL % OVER
RANK VENDOR NO./NAME BID LOW BID
--------------------------------------------------------------------------------------------------------------------------
1 000022 THE LANE CONSTRUCTION CORP. $ 5,443,519.22 100.0000%
====================================================================================================================================
|( 1 ) 000022 |( ) |( )
|THE LANE CONSTRUCTION CORP. | |
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| 100000.00000 100000.00| |
TEMPORARY SOIL EROSION AND WATER | | |
POLLUTION CONTROL | | |
0020 201.23 5.000 EA | 235.00000 1175.00| |
REMOVING SINGLE TREE TOP ONLY | | |
0030 201.24 8.000 EA | 150.00000 1200.00| |
REMOVING STUMP | | |
0040 202.203 960.000 M2 | 7.00000 6720.00| |
PAVEMENT BUTT JOINTS | | |
0050 203.20 9072.000 M3 | 15.00000 136080.00| |
COMMON EXCAVATION | | |
0060 203.202 20300.000 M | 10.00000 203000.00| |
INSLOPE EXCAVATION | | |
0070 203.203 16499.000 M | 12.00000 197988.00| |
DITCH EXCAVATION | | |
0080 203.21 347.000 M3 | 40.00000 13880.00| |
ROCK EXCAVATION | | |
0090 203.25 405.000 M3 | 11.50000 4657.50| |
GRANULAR BORROW | | |
0100 206.061 70.000 M3 | 16.75000 1172.50| |
STRUCTURAL EARTH EXCAVATION - DRAINAGE | | |
AND MINOR STRUCTURES, BELOW GRADE | | |
0110 206.07 20.000 M3 | 235.00000 4700.00| |
STRUCTURAL ROCK EXCAVATION - DRAINAGE | | |
AND MINOR STRUCTURES | | |
LETTING DATE : 06/07/00 MAINE DEPARTMENT OF TRANSPORTATION DATE : 12/04/01
PAGE : 2
LOCATION : MT CHASE TABULATION OF BIDS
MERRILL
CONTRACT ID : 008353.40
=========
====================================================================================================================================
|( 1 ) 000022 |( ) |( )
|THE LANE CONSTRUCTION CORP. | |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0120 304.10 12505.000 M3 | 19.00000 237595.00| |
AGGREGATE SUBBASE COURSE - GRAVEL | | |
0130 304.103 2650.000 M3 | 25.00000 66250.00| |
AGGREGATE SUBBASE - GRAVEL (TRUCK | | |
MEASURE) | | |
0140 307.331 168480.000 M2 | 3.40000 572832.00| |
COLD IN-PLACE RECYCLED PAVEMENT | | |
(UNTREATED) | | |
0150 403.207 23110.000 MG | 40.50000 935955.00| |
HOT MIX ASPHALT 19.0 MM NOMINAL MAX SIZ | | |
0160 403.208 39790.000 MG | 41.40000 1647306.00| |
HOT MIX ASPHALT 12.5 MM NOMINAL MAX SIZ | | |
0170 403.209 161.000 MG | 90.00000 14490.00| |
HOT MIX ASPHALT 9.5 MM(SIDEWALKS,DRIVES | | |
INCIDENTAL ) | | |
0180 403.211 2650.000 MG | 43.60000 115540.00| |
HOT MIX ASPHALT (SHIM) | | |
0190 409.15 15260.000 L | 1.10000 16786.00| |
BITUMINOUS TACK COAT APPLIED | | |
0200 411.10 335.000 M3 | 20.00000 6700.00| |
UNTREATED AGGREGATE SURFACE COURSE | | |
(TRUCK MEASURE) | | |
0210 603.16 166.370 M | 135.00000 22459.95| |
375 MM CULVERT PIPE OPTION I | | |
0220 603.169 31.090 M | 185.00000 5751.65| |
375 MM CULVERT PIPE OPTION III | | |
0230 603.17 211.470 M | 146.00000 30874.62| |
450 MM CULVERT PIPE OPTION I | | |
0240 603.179 285.730 M | 183.00000 52288.59| |
450 MM CULVERT PIPE OPTION III | | |
0250 603.19 106.050 M | 180.00000 19089.00| |
600 MM CULVERT PIPE OPTION I | | |
0260 603.199 180.460 M | 205.00000 36994.30| |
600 MM CULVERT PIPE OPTION III | | |
0270 603.20 17.070 M | 335.00000 5718.45| |
750 MM CULVERT PIPE OPTION I | | |
0280 603.209 20.120 M | 300.00000 6036.00| |
750 MM CULVERT PIPE OPTION III | | |
0290 603.219 17.070 M | 430.00000 7340.10| |
900 MM CULVERT PIPE OPTION III | | |
0300 606.17 1786.890 M | 28.00000 50032.92| |
GUARDRAIL TYPE 3B - SINGLE RAIL | | |
LETTING DATE : 06/07/00 MAINE DEPARTMENT OF TRANSPORTATION DATE : 12/04/01
PAGE : 3
LOCATION : MT CHASE TABULATION OF BIDS
MERRILL
CONTRACT ID : 008353.40
=========
====================================================================================================================================
|( 1 ) 000022 |( ) |( )
|THE LANE CONSTRUCTION CORP. | |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0310 606.178 22.860 M | 16.00000 365.76| |
GUARDRAIL BEAM | | |
0320 606.21 7.620 M | 34.00000 259.08| |
GUARDRAIL TYPE 3B - 4.5 M RADIUS OR LES | | |
0330 606.265 1.000 EA | 25.00000 25.00| |
TERMINAL END - SINGLE RAIL - GALVANIZED | | |
STEEL | | |
0340 606.35 71.000 EA | 20.00000 1420.00| |
GUARDRAIL DELINEATOR POST | | |
0350 606.752 32.000 EA | 1065.00000 34080.00| |
WIDEN SHOULDER FOR MODIFIED ECCENTRIC | | |
LOADER TERMINAL | | |
0360 606.76 35.000 EA | 992.75000 34746.25| |
MODIFIED ECCENTRIC LOADER TERMINAL | | |
0370 610.08 440.000 M3 | 40.00000 17600.00| |
PLAIN RIPRAP | | |
0380 610.18 4104.000 M3 | 45.00000 184680.00| |
STONE DITCH PROTECTION | | |
0390 613.319 14710.000 M2 | 1.50000 22065.00| |
TEMPORARY EROSION CONTROL BLANKET | | |
0400 615.07 590.000 M3 | 28.00000 16520.00| |
LOAM | | |
0410 618.1301 70.000 UN | 17.00000 1190.00| |
SEEDING METHOD NUMBER 1 - PLAN QUANTITY | | |
0420 618.1401 1904.000 UN | 16.00000 30464.00| |
SEEDING METHOD NUMBER 2 - PLAN QUANTITY | | |
0430 619.1201 1984.000 UN | 7.45000 14780.80| |
MULCH - PLAN QUANTITY | | |
0440 620.54 21905.000 M2 | 1.00000 21905.00| |
STABILIZATION GEOTEXTILE | | |
0450 620.58 3520.000 M2 | 2.50000 8800.00| |
EROSION CONTROL GEOTEXTILE | | |
0460 627.711 73625.000 M | 0.23000 16933.75| |
WHITE OR YELLOW PAINTED PAVEMENT | | |
MARKING LINE (PLAN QUANTITY ) | | |
0470 627.811 5230.000 EA | 3.00000 15690.00| |
TEMPORARY BI-DIRECTIONAL YELLOW | | |
DELINEATORS | | |
0480 629.05 65.000 MH | 20.00000 1300.00| |
HAND LABOR, STRAIGHT TIME | | |
0490 631.10 30.000 HR | 40.00000 1200.00| |
AIR COMPRESSOR (INCLUDING OPERATOR) | | |
LETTING DATE : 06/07/00 MAINE DEPARTMENT OF TRANSPORTATION DATE : 12/04/01
PAGE : 4
LOCATION : MT CHASE TABULATION OF BIDS
MERRILL
CONTRACT ID : 008353.40
=========
====================================================================================================================================
|( 1 ) 000022 |( ) |( )
|THE LANE CONSTRUCTION CORP. | |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0500 631.11 25.000 HR | 24.00000 600.00| |
AIR TOOL (INCLUDING OPERATOR) | | |
0510 631.12 65.000 HR | 125.00000 8125.00| |
ALL PURPOSE EXCAVATOR (INCLUDING | | |
OPERATOR) | | |
0520 631.14 25.000 HR | 135.00000 3375.00| |
GRADER (INCLUDING OPERATOR) | | |
0530 631.172 90.000 HR | 50.00000 4500.00| |
TRUCK - LARGE (INCLUDING OPERATOR) | | |
0540 631.18 80.000 HR | 29.00000 2320.00| |
CHAIN SAW RENTAL (INCLUDING OPERATOR) | | |
0550 631.21 25.000 HR | 40.00000 1000.00| |
ROAD BROOM (INCLUDING OPERATORS AND | | |
HAULER) | | |
0560 631.32 67.000 HR | 175.00000 11725.00| |
CULVERT CLEANER (INCLUDING OPERATOR) | | |
0570 637.071 LUMP| 6000.00000 6000.00| |
DUST CONTROL | | |
0580 639.19 1.000 EA | 6000.00000 6000.00| |
FIELD OFFICE TYPE B | | |
0590 639.21 LUMP| 4000.00000 4000.00| |
TESTING FACILITIES SOILS | | |
0600 652.31 86.000 EA | 35.00000 3010.00| |
TYPE I BARRICADE | | |
0610 652.33 79.000 EA | 35.00000 2765.00| |
DRUM | | |
0620 652.34 230.000 EA | 25.00000 5750.00| |
CONE | | |
0630 652.35 214.000 M2 | 90.00000 19260.00| |
CONSTRUCTION SIGNS | | |
0640 652.36 230.000 CD | 150.00000 34500.00| |
MAINTENANCE OF TRAFFIC CONTROL DEVICES | | |
0650 652.38 5740.000 MH | 14.80000 84952.00| |
FLAGGER | | |
0660 659.10 LUMP| 300000.00000 300000.00| |
MOBILIZATION | | |
0670 660.21 1000.000 MH | 1.00000 1000.00| |
ON-THE-JOB TRAINING (BID) | | |
SECTION TOTALS | $ 5,443,519.22| $ 0.00| $ 0.00
------------------------------------------+----------------------------+----------------------------+-------------------------------
CONTRACT TOTALS | $ 5,443,519.22| $ | $
====================================================================================================================================