LETTING DATE : 05/23/01 MAINE DEPARTMENT OF TRANSPORTATION DATE : 12/05/01
PAGE : 1
LOCATION : ISLAND FALLS TABULATION OF BIDS
DYER BROOK
MERRILL CONTRACT ID : 007583.00
SMYRNA =========
COMPLETION DATE : 10/06/01
PROJECT(S): STP-7583(00)X COUNTIE(S) : AROOSTOOK MAINE STATE DEPTARTMENT OF TRANSPORTATION
A TRUE COPY : __________________________
TITLE : __________________________
CONTRACT DESCRIPTION : LEVEL 1 RESURFACING ATTEST : _______________________________
NOTARY PUBLIC
--------------------------------------------------------------------------------------------------------------------------
TOTAL % OVER
RANK VENDOR NO./NAME BID LOW BID
--------------------------------------------------------------------------------------------------------------------------
1 000022 THE LANE CONSTRUCTION CORP. $ 1,528,932.76 100.0000%
====================================================================================================================================
|( 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 1572.000 M2 | 3.00000 4716.00| |
REMOVING PAVEMENT SURFACE | | |
0020 202.203 473.000 M2 | 14.00000 6622.00| |
PAVEMENT BUTT JOINTS | | |
0030 203.202 60.000 M | 12.00000 720.00| |
INSLOPE EXCAVATION | | |
0040 203.203 600.000 M | 14.00000 8400.00| |
DITCH EXCAVATION | | |
0050 203.25 25.000 M3 | 30.00000 750.00| |
GRANULAR BORROW | | |
0060 204.20 64970.000 M2 | 3.90000 253383.00| |
ADD SHOULDER AGGREGATE TO EXISTING | | |
SHOULDER, PLAN QUANTITY | | |
0070 204.41 3165.000 M2 | 3.50000 11077.50| |
REHABILITATION OF EXISTING SHOULDERS, | | |
PLAN QUANTITY | | |
0080 205.51 60.000 M2 | 30.00000 1800.00| |
WIDENING OF EXISTING SHOULDER | | |
0090 403.209 260.000 MG | 85.00000 22100.00| |
HOT MIX ASPHALT 9.5 MM(SIDEWALKS,DRIVES | | |
INCIDENTAL ) | | |
0100 403.210 14550.000 MG | 40.45000 588547.50| |
HOT MIX ASPHALT 9.5 MM NOMINAL MAX SIZE | | |
0110 403.211 7370.000 MG | 40.45000 298116.50| |
HOT MIX ASPHALT (SHIM) | | |
LETTING DATE : 05/23/01 MAINE DEPARTMENT OF TRANSPORTATION DATE : 12/05/01
PAGE : 2
LOCATION : ISLAND FALLS TABULATION OF BIDS
DYER BROOK
MERRILL CONTRACT ID : 007583.00
SMYRNA =========
====================================================================================================================================
|( 1 ) 000022 |( ) |( )
|THE LANE CONSTRUCTION CORP. | |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0120 409.15 18430.000 L | 1.20000 22116.00| |
BITUMINOUS TACK COAT APPLIED | | |
0130 411.10 560.000 M3 | 36.00000 20160.00| |
UNTREATED AGGREGATE SURFACE COURSE | | |
(TRUCK MEASURE) | | |
0140 603.16 9.800 M | 150.00000 1470.00| |
375 MM CULVERT PIPE OPTION I | | |
0150 603.199 26.820 M | 240.00000 6436.80| |
600 MM CULVERT PIPE OPTION III | | |
0160 604.161 8.000 EA | 380.00000 3040.00| |
ALTERING CATCH BASIN | | |
0170 606.17 1055.370 M | 38.00000 40104.06| |
GUARDRAIL TYPE 3B - SINGLE RAIL | | |
0180 606.178 30.480 M | 37.00000 1127.76| |
GUARDRAIL BEAM | | |
0190 606.22 30.480 M | 38.00000 1158.24| |
GUARDRAIL TYPE 3B - OVER 4.5 M RADIUS | | |
0200 606.265 4.000 EA | 35.00000 140.00| |
TERMINAL END - SINGLE RAIL - GALVANIZED | | |
STEEL | | |
0210 606.35 28.000 EA | 34.00000 952.00| |
GUARDRAIL DELINEATOR POST | | |
0220 606.367 20.000 EA | 34.00000 680.00| |
REPLACE UNUSABLE EXISTING GUARDRAIL | | |
POSTS | | |
0230 606.752 12.000 EA | 1200.00000 14400.00| |
WIDEN SHOULDER FOR MODIFIED ECCENTRIC | | |
LOADER TERMINAL | | |
0240 606.76 12.000 EA | 1400.00000 16800.00| |
MODIFIED ECCENTRIC LOADER TERMINAL | | |
0250 609.31 60.000 M | 17.00000 1020.00| |
CURB TYPE 3 | | |
0260 610.08 6.000 M3 | 75.00000 450.00| |
PLAIN RIPRAP | | |
0270 613.319 732.000 M2 | 2.70000 1976.40| |
TEMPORARY EROSION CONTROL BLANKET | | |
0280 618.1401 27.000 UN | 50.00000 1350.00| |
SEEDING METHOD NUMBER 2 - PLAN QUANTITY | | |
0290 619.1201 27.000 UN | 25.00000 675.00| |
MULCH - PLAN QUANTITY | | |
0300 627.75 16.000 M2 | 85.00000 1360.00| |
WHITE OR YELLOW PAVEMENT AND CURB | | |
MARKING | | |
LETTING DATE : 05/23/01 MAINE DEPARTMENT OF TRANSPORTATION DATE : 12/05/01
PAGE : 3
LOCATION : ISLAND FALLS TABULATION OF BIDS
DYER BROOK
MERRILL CONTRACT ID : 007583.00
SMYRNA =========
====================================================================================================================================
|( 1 ) 000022 |( ) |( )
|THE LANE CONSTRUCTION CORP. | |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0310 627.76 LUMP| 9000.00000 9000.00| |
TEMPORARY PAVEMENT MARKING LINE, WHITE | | |
OR YELLOW | | |
0320 631.12 10.000 HR | 85.00000 850.00| |
ALL PURPOSE EXCAVATOR (INCLUDING | | |
OPERATOR) | | |
0330 631.14 10.000 HR | 75.00000 750.00| |
GRADER (INCLUDING OPERATOR) | | |
0340 631.172 10.000 HR | 50.00000 500.00| |
TRUCK - LARGE (INCLUDING OPERATOR) | | |
0350 639.19 1.000 EA | 5000.00000 5000.00| |
FIELD OFFICE TYPE B | | |
0360 652.31 35.000 EA | 40.00000 1400.00| |
TYPE I BARRICADE | | |
0370 652.33 35.000 EA | 35.00000 1225.00| |
DRUM | | |
0380 652.34 60.000 EA | 15.00000 900.00| |
CONE | | |
0390 652.35 139.000 M2 | 91.00000 12649.00| |
CONSTRUCTION SIGNS | | |
0400 652.36 75.000 CD | 150.00000 11250.00| |
MAINTENANCE OF TRAFFIC CONTROL DEVICES | | |
0410 652.38 2360.000 MH | 16.00000 37760.00| |
FLAGGER | | |
0420 656.75 LUMP| 20000.00000 20000.00| |
TEMPORARY SOIL EROSION AND WATER | | |
POLLUTION CONTROL | | |
0430 659.10 LUMP| 96000.00000 96000.00| |
MOBILIZATION | | |
SECTION TOTALS | $ 1,528,932.76| $ 0.00| $ 0.00
------------------------------------------+----------------------------+----------------------------+-------------------------------
CONTRACT TOTALS | $ 1,528,932.76| $ | $
====================================================================================================================================