Skip Maine state header navigation
LETTING DATE : 05/01/02 MAINE DEPARTMENT OF TRANSPORTATION DATE : 12/10/02
PAGE : 1
LOCATION : SHERMAN TABULATION OF BIDS
CONTRACT ID : 010571.00 COMPLETION DATE : 09/07/02
=========
PROJECT(S): STP-1057(100)X COUNTIE(S) : AROOSTOOK MAINE STATE DEPARTMENT OF TRANSPORTATION
A TRUE COPY : __________________________
TITLE : __________________________
ATTEST : ____________________________ CONTRACT DESCRIPTION : LEVEL 1 OVERLAY NOTARY PUBLIC
--------------------------------------------------------------------------------------------------------------------------
TOTAL % OVER
RANK VENDOR NO./NAME BID LOW BID
--------------------------------------------------------------------------------------------------------------------------
1 000022 THE LANE CONSTRUCTION CORP. $ 776,913.50 100.0000%
====================================================================================================================================
|( 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 202.202 1790.000 M2 | 2.80000 5012.00| |
REMOVING PAVEMENT SURFACE | | |
0020 202.203 1310.000 M2 | 9.00000 11790.00| |
PAVEMENT BUTT JOINTS | | |
0030 204.20 12670.000 M2 | 3.40000 43078.00| |
ADD SHOULDER AGGREGATE TO EXISTING | | |
SHOULDER, PLAN QUANTITY | | |
0040 204.41 4080.000 M2 | 4.20000 17136.00| |
REHABILITATION OF EXISTING SHOULDERS, | | |
PLAN QUANTITY | | |
0050 206.07 15.000 M3 | 80.00000 1200.00| |
STRUCTURAL ROCK EXCAVATION - DRAINAGE | | |
AND MINOR STRUCTURES | | |
0060 304.103 234.000 M3 | 25.00000 5850.00| |
AGGREGATE SUBBASE - GRAVEL (TRUCK | | |
MEASURE) | | |
0070 403.208 110.000 MG | 75.00000 8250.00| |
HOT MIX ASPHALT 12.5 MM, SURFACE | | |
0080 403.209 180.000 MG | 95.00000 17100.00| |
HOT MIX ASPHALT 9.5 MM(SIDEWALKS,DRIVES | | |
INCIDENTAL ) | | |
0090 403.210 4690.000 MG | 46.50000 218085.00| |
HOT MIX ASPHALT 9.5 MM NOMINAL MAX SIZE | | |
0100 403.211 3400.000 MG | 46.80000 159120.00| |
HOT MIX ASPHALT (SHIM) | | |
LETTING DATE : 05/01/02 MAINE DEPARTMENT OF TRANSPORTATION DATE : 12/10/02
PAGE : 2
LOCATION : SHERMAN TABULATION OF BIDS
CONTRACT ID : 010571.00
=========
====================================================================================================================================
|( 1 ) 000022 |( ) |( )
|THE LANE CONSTRUCTION CORP. | |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0110 409.15 7660.000 L | 1.25000 9575.00| |
BITUMINOUS TACK COAT APPLIED | | |
0120 411.10 160.000 M3 | 40.00000 6400.00| |
UNTREATED AGGREGATE SURFACE COURSE | | |
(TRUCK MEASURE) | | |
0130 603.16 62.000 M | 90.00000 5580.00| |
375 MM CULVERT PIPE OPTION I | | |
0140 603.17 122.000 M | 110.00000 13420.00| |
450 MM CULVERT PIPE OPTION I | | |
0150 603.19 15.000 M | 125.00000 1875.00| |
600 MM CULVERT PIPE OPTION I | | |
0160 603.191 5.000 M | 340.00000 1700.00| |
600 MM CORRUGATED METAL PIPE | | |
0170 603.199 19.000 M | 300.00000 5700.00| |
600 MM CULVERT PIPE OPTION III | | |
0180 603.201 3.000 M | 400.00000 1200.00| |
750 MM CORRUGATED METAL PIPE | | |
0190 603.7315 24.000 M | 100.00000 2400.00| |
REMOVE & RELAY 375 MM METAL PIPE | | |
0200 604.161 2.000 EA | 400.00000 800.00| |
ALTERING CATCH BASIN | | |
0210 604.18 1.000 EA | 650.00000 650.00| |
ADJUSTING MANHOLE OR CATCH BASIN TO | | |
GRADE | | |
0220 604.245 1.000 EA | 2000.00000 2000.00| |
CATCH BASIN TYPE F4-C | | |
0230 605.09 150.000 M | 85.00000 12750.00| |
150 MM UNDERDRAIN TYPE B | | |
0240 606.17 465.000 M | 32.50000 15112.50| |
GUARDRAIL TYPE 3B - SINGLE RAIL | | |
0250 606.1722 2.000 EA | 1200.00000 2400.00| |
BRIDGE TRANSITION - TYPE 2 | | |
0260 606.22 38.000 M | 55.00000 2090.00| |
GUARDRAIL TYPE 3B - OVER 4.5 M RADIUS | | |
0270 606.265 5.000 EA | 49.00000 245.00| |
TERMINAL END - SINGLE RAIL - GALVANIZED | | |
STEEL | | |
0280 606.35 15.000 EA | 28.00000 420.00| |
GUARDRAIL DELINEATOR POST | | |
0290 606.752 7.000 EA | 900.00000 6300.00| |
WIDEN SHOULDER FOR MODIFIED ECCENTRIC | | |
LOADER TERMINAL | | |
LETTING DATE : 05/01/02 MAINE DEPARTMENT OF TRANSPORTATION DATE : 12/10/02
PAGE : 3
LOCATION : SHERMAN TABULATION OF BIDS
CONTRACT ID : 010571.00
=========
====================================================================================================================================
|( 1 ) 000022 |( ) |( )
|THE LANE CONSTRUCTION CORP. | |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0300 606.76 7.000 EA | 1200.00000 8400.00| |
MODIFIED ECCENTRIC LOADER TERMINAL | | |
0310 609.31 160.000 M | 18.00000 2880.00| |
CURB TYPE 3 | | |
0320 610.08 60.000 M3 | 40.00000 2400.00| |
PLAIN RIPRAP | | |
0330 610.18 91.000 M3 | 40.00000 3640.00| |
STONE DITCH PROTECTION | | |
0340 613.319 4559.000 M2 | 2.00000 9118.00| |
EROSION CONTROL BLANKET | | |
0350 618.1401 290.000 UN | 18.00000 5220.00| |
SEEDING METHOD NUMBER 2 - PLAN QUANTITY | | |
0360 619.1201 290.000 UN | 8.00000 2320.00| |
MULCH - PLAN QUANTITY | | |
0370 620.58 562.000 M2 | 3.50000 1967.00| |
EROSION CONTROL GEOTEXTILE | | |
0380 627.76 LUMP| 10000.00000 10000.00| |
TEMPORARY PAVEMENT MARKING LINE, WHITE | | |
OR YELLOW | | |
0390 629.05 10.000 MH | 25.00000 250.00| |
HAND LABOR, STRAIGHT TIME | | |
0400 631.10 10.000 HR | 45.00000 450.00| |
AIR COMPRESSOR (INCLUDING OPERATOR) | | |
0410 631.11 10.000 HR | 35.00000 350.00| |
AIR TOOL (INCLUDING OPERATOR) | | |
0420 631.12 200.000 HR | 80.00000 16000.00| |
ALL PURPOSE EXCAVATOR (INCLUDING | | |
OPERATOR) | | |
0430 631.132 20.000 HR | 55.00000 1100.00| |
SMALL BULLDOZER (INCLUDING OPERATOR) | | |
0440 631.14 20.000 HR | 80.00000 1600.00| |
GRADER (INCLUDING OPERATOR) | | |
0450 631.172 400.000 HR | 45.00000 18000.00| |
TRUCK - LARGE (INCLUDING OPERATOR) | | |
0460 631.18 10.000 HR | 35.00000 350.00| |
CHAIN SAW RENTAL (INCLUDING OPERATOR) | | |
0470 631.32 10.000 HR | 110.00000 1100.00| |
CULVERT CLEANER (INCLUDING OPERATOR) | | |
0480 652.31 20.000 EA | 50.00000 1000.00| |
TYPE I BARRICADE | | |
0490 652.33 20.000 EA | 40.00000 800.00| |
DRUM | | |
LETTING DATE : 05/01/02 MAINE DEPARTMENT OF TRANSPORTATION DATE : 12/10/02
PAGE : 4
LOCATION : SHERMAN TABULATION OF BIDS
CONTRACT ID : 010571.00
=========
====================================================================================================================================
|( 1 ) 000022 |( ) |( )
|THE LANE CONSTRUCTION CORP. | |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0500 652.34 20.000 EA | 20.00000 400.00| |
CONE | | |
0510 652.35 65.000 M2 | 100.00000 6500.00| |
CONSTRUCTION SIGNS | | |
0520 652.36 70.000 CD | 125.00000 8750.00| |
MAINTENANCE OF TRAFFIC CONTROL DEVICES | | |
0530 652.38 1220.000 MH | 14.00000 17080.00| |
FLAGGER | | |
0540 656.75 LUMP| 10000.00000 10000.00| |
TEMPORARY SOIL EROSION AND WATER | | |
POLLUTION CONTROL | | |
0550 659.10 LUMP| 70000.00000 70000.00| |
MOBILIZATION | | |
SECTION TOTALS | $ 776,913.50| $ 0.00| $ 0.00
------------------------------------------+----------------------------+----------------------------+-------------------------------
CONTRACT TOTALS | $ 776,913.50| $ | $
====================================================================================================================================