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LETTING DATE : 04/05/00 MAINE DEPARTMENT OF TRANSPORTATION DATE : 12/04/01
PAGE : 1
LOCATION : FORKSTOWN TWP. TABULATION OF BIDS
TWP A R 02 WELS
CONTRACT ID : 009053.00
=========
COMPLETION DATE : 09/16/00
PROJECT(S): STP-9053(00)X COUNTIE(S) : AROOSTOOK MAINE STATE DEPTARTMENT OF TRANSPORTATION
A TRUE COPY : __________________________
TITLE : __________________________
CONTRACT DESCRIPTION : LEVEL 2 RESURFACING ATTEST : _______________________________
NOTARY PUBLIC
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TOTAL % OVER
RANK VENDOR NO./NAME BID LOW BID
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1 000022 THE LANE CONSTRUCTION CORP. $ 691,250.65 100.0000%
2 000351 COUNTY CONCRETE & CONSTRUCTION CO., INC. $ 817,802.40 118.3077%
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|( 1 ) 000022 |( 2 ) 000351 |( )
|THE LANE CONSTRUCTION CORP. |COUNTY CONC. & CONSTR. CO. |
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| 10000.00000 10000.00| 10000.00000 10000.00|
TEMPORARY SOIL EROSION AND WATER | | |
POLLUTION CONTROL | | |
0020 202.203 110.000 M2 | 8.00000 880.00| 8.00000 880.00|
PAVEMENT BUTT JOINTS | | |
0030 203.202 5260.000 M | 4.60000 24196.00| 7.50000 39450.00|
INSLOPE EXCAVATION | | |
0040 203.203 1340.000 M | 6.60000 8844.00| 8.50000 11390.00|
DITCH EXCAVATION | | |
0050 203.25 25.000 M3 | 18.00000 450.00| 7.50000 187.50|
GRANULAR BORROW | | |
0060 204.20 26610.000 M2 | 2.80000 74508.00| 3.50000 93135.00|
ADD SHOULDER AGGREGATE TO EXISTING | | |
SHOULDER, PLAN QUANTITY | | |
0070 304.103 164.000 M3 | 35.00000 5740.00| 7.50000 1230.00|
AGGREGATE SUBBASE - GRAVEL (TRUCK | | |
MEASURE) | | |
0080 307.32 21070.000 M2 | 2.80000 58996.00| 3.50000 73745.00|
COLD IN-PLACE RECYCLED MATERIAL | | |
(UNTREATED) TRAVELWAY | | |
0090 403.208 2530.000 MG | 39.00000 98670.00| 43.00000 108790.00|
HOT MIX ASPHALT 12.5 MM NOMINAL MAX SIZ | | |
0100 403.209 5.000 MG | 90.00000 450.00| 100.00000 500.00|
HOT MIX ASPHALT 9.5 MM(SIDEWALKS,DRIVES | | |
INCIDENTAL ) | | |
LETTING DATE : 04/05/00 MAINE DEPARTMENT OF TRANSPORTATION DATE : 12/04/01
PAGE : 2
LOCATION : FORKSTOWN TWP. TABULATION OF BIDS
TWP A R 02 WELS
CONTRACT ID : 009053.00
=========
====================================================================================================================================
|( 1 ) 000022 |( 2 ) 000351 |( )
|THE LANE CONSTRUCTION CORP. |COUNTY CONC. & CONSTR. CO. |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0110 403.210 4480.000 MG | 39.00000 174720.00| 43.00000 192640.00|
HOT MIX ASPHALT 9.5 MM NOMINAL MAX SIZE | | |
0120 403.211 3000.000 MG | 39.00000 117000.00| 43.00000 129000.00|
HOT MIX ASPHALT (SHIM) | | |
0130 409.15 3280.000 L | 1.00000 3280.00| 1.40000 4592.00|
BITUMINOUS TACK COAT APPLIED | | |
0140 411.10 20.000 M3 | 36.00000 720.00| 27.00000 540.00|
UNTREATED AGGREGATE SURFACE COURSE | | |
(TRUCK MEASURE) | | |
0150 603.16 18.280 M | 35.00000 639.80| 80.00000 1462.40|
375 MM CULVERT PIPE OPTION I | | |
0160 603.17 36.560 M | 45.00000 1645.20| 95.00000 3473.20|
450 MM CULVERT PIPE OPTION I | | |
0170 603.179 45.110 M | 75.00000 3383.25| 120.00000 5413.20|
450 MM CULVERT PIPE OPTION III | | |
0180 603.189 2.000 M | 95.00000 190.00| 130.00000 260.00|
525 MM CULVERT PIPE OPTION III | | |
0190 603.199 85.340 M | 85.00000 7253.90| 190.00000 16214.60|
600 MM CULVERT PIPE OPTION III | | |
0200 610.08 27.000 M3 | 30.00000 810.00| 75.00000 2025.00|
PLAIN RIPRAP | | |
0210 613.319 1614.000 M2 | 3.00000 4842.00| 1.75000 2824.50|
TEMPORARY EROSION CONTROL BLANKET | | |
0220 618.1401 290.000 UN | 14.50000 4205.00| 40.00000 11600.00|
SEEDING METHOD NUMBER 2 - PLAN QUANTITY | | |
0230 619.1201 290.000 UN | 9.75000 2827.50| 20.00000 5800.00|
MULCH - PLAN QUANTITY | | |
0240 620.54 2300.000 M2 | 3.00000 6900.00| 3.00000 6900.00|
STABILIZATION GEOTEXTILE | | |
0250 620.58 100.000 M2 | 4.00000 400.00| 3.50000 350.00|
EROSION CONTROL GEOTEXTILE | | |
0260 627.76 LUMP| 3000.00000 3000.00| 7500.00000 7500.00|
TEMPORARY PAVEMENT MARKING LINE, WHITE | | |
OR YELLOW | | |
0270 629.05 10.000 MH | 18.00000 180.00| 20.00000 200.00|
HAND LABOR, STRAIGHT TIME | | |
0280 631.12 40.000 HR | 65.00000 2600.00| 75.00000 3000.00|
ALL PURPOSE EXCAVATOR (INCLUDING | | |
OPERATOR) | | |
0290 631.14 10.000 HR | 85.00000 850.00| 75.00000 750.00|
GRADER (INCLUDING OPERATOR) | | |
LETTING DATE : 04/05/00 MAINE DEPARTMENT OF TRANSPORTATION DATE : 12/04/01
PAGE : 3
LOCATION : FORKSTOWN TWP. TABULATION OF BIDS
TWP A R 02 WELS
CONTRACT ID : 009053.00
=========
====================================================================================================================================
|( 1 ) 000022 |( 2 ) 000351 |( )
|THE LANE CONSTRUCTION CORP. |COUNTY CONC. & CONSTR. CO. |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0300 631.172 60.000 HR | 35.00000 2100.00| 40.00000 2400.00|
TRUCK - LARGE (INCLUDING OPERATOR) | | |
0310 639.19 1.000 EA | 4000.00000 4000.00| 3500.00000 3500.00|
FIELD OFFICE TYPE B | | |
0320 652.31 10.000 EA | 40.00000 400.00| 25.00000 250.00|
TYPE I BARRICADE | | |
0330 652.33 10.000 EA | 40.00000 400.00| 35.00000 350.00|
DRUM | | |
0340 652.34 50.000 EA | 25.00000 1250.00| 17.00000 850.00|
CONE | | |
0350 652.35 90.000 M2 | 88.00000 7920.00| 90.00000 8100.00|
CONSTRUCTION SIGNS | | |
0360 652.36 75.000 CD | 80.00000 6000.00| 100.00000 7500.00|
MAINTENANCE OF TRAFFIC CONTROL DEVICES | | |
0370 652.38 1500.000 MH | 14.00000 21000.00| 14.00000 21000.00|
FLAGGER | | |
0380 659.10 LUMP| 30000.00000 30000.00| 40000.00000 40000.00|
MOBILIZATION | | |
SECTION TOTALS | $ 691,250.65| $ 817,802.40| $ 0.00
------------------------------------------+----------------------------+----------------------------+-------------------------------
CONTRACT TOTALS | $ 691,250.65| $ 817,802.40| $
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