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LETTING DAT009634.0000)X MAINE DEPARTMENT OF TRANSPORTATION DATE : 12/05/01
PAGE : 1
LOCATION : COOPER TABULATION OF BIDS
PEMBROKE
CHARLOTTE CONTRACT ID : 009060.00
MEDDYBEMPS =========
COMPLETION DATE : 09/01/01
PROJECT(S): STP-9060(00)X COUNTIE(S) : WASHINGTON MAINE STATE DEPTARTMENT OF TRANSPORTATION
A TRUE COPY : __________________________
TITLE : __________________________
CONTRACT DESCRIPTION : LEVEL 2 RESURFACING ATTEST : _______________________________
NOTARY PUBLIC
--------------------------------------------------------------------------------------------------------------------------
TOTAL % OVER
RANK VENDOR NO./NAME BID LOW BID
--------------------------------------------------------------------------------------------------------------------------
1 000022 THE LANE CONSTRUCTION CORP. $ 1,126,808.58 100.0000%
2 000010 THOMAS DICENZO, INC. $ 1,168,468.44 103.6972%
====================================================================================================================================
|( 1 ) 000022 |( 2 ) 000010 |( )
|THE LANE CONSTRUCTION CORP. |THOMAS DICENZO, INC. |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0001 HIGHWAY ITEMS
| | |
0010 202.203 895.000 M2 | 8.00000 7160.00| 6.00000 5370.00|
PAVEMENT BUTT JOINTS | | |
0020 203.202 3070.000 M | 6.00000 18420.00| 6.50000 19955.00|
INSLOPE EXCAVATION | | |
0030 203.203 4300.000 M | 6.50000 27950.00| 8.00000 34400.00|
DITCH EXCAVATION | | |
0040 204.41 180.000 M2 | 5.00000 900.00| 10.00000 1800.00|
REHABILITATION OF EXISTING SHOULDERS, | | |
PLAN QUANTITY | | |
0050 206.061 20.000 M3 | 35.00000 700.00| 15.00000 300.00|
STRUCTURAL EARTH EXCAVATION - DRAINAGE | | |
AND MINOR STRUCTURES, BELOW GRADE | | |
0060 403.209 60.000 MG | 80.00000 4800.00| 80.00000 4800.00|
HOT MIX ASPHALT 9.5 MM(SIDEWALKS,DRIVES | | |
INCIDENTAL ) | | |
0070 403.210 7080.000 MG | 32.50000 230100.00| 37.50000 265500.00|
HOT MIX ASPHALT 9.5 MM NOMINAL MAX SIZE | | |
0080 403.211 13150.000 MG | 32.50000 427375.00| 33.00000 433950.00|
HOT MIX ASPHALT (SHIM) | | |
0090 409.15 11910.000 L | 1.00000 11910.00| 1.20000 14292.00|
BITUMINOUS TACK COAT APPLIED | | |
0100 411.10 175.000 M3 | 22.00000 3850.00| 25.00000 4375.00|
UNTREATED AGGREGATE SURFACE COURSE | | |
(TRUCK MEASURE) | | |
LETTING DATE : 03/14/01 MAINE DEPARTMENT OF TRANSPORTATION DATE : 12/05/01
PAGE : 2
LOCATION : COOPER TABULATION OF BIDS
PEMBROKE
CHARLOTTE CONTRACT ID : 009060.00
MEDDYBEMPS =========
====================================================================================================================================
|( 1 ) 000022 |( 2 ) 000010 |( )
|THE LANE CONSTRUCTION CORP. |THOMAS DICENZO, INC. |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0110 461.13 535.000 MG | 28.00000 14980.00| 25.00000 13375.00|
MAINTENANCE SURFACE MIXTURE | | |
0120 603.16 115.000 M | 168.00000 19320.00| 100.00000 11500.00|
375 MM CULVERT PIPE OPTION I | | |
0130 603.17 25.000 M | 176.00000 4400.00| 150.00000 3750.00|
450 MM CULVERT PIPE OPTION I | | |
0140 603.179 158.000 M | 194.00000 30652.00| 250.00000 39500.00|
450 MM CULVERT PIPE OPTION III | | |
0150 603.199 20.120 M | 217.00000 4366.04| 295.00000 5935.40|
600 MM CULVERT PIPE OPTION III | | |
0160 603.209 79.020 M | 246.00000 19438.92| 330.00000 26076.60|
750 MM CULVERT PIPE OPTION III | | |
0170 603.219 17.000 M | 279.00000 4743.00| 350.00000 5950.00|
900 MM CULVERT PIPE OPTION III | | |
0180 606.17 83.820 M | 40.00000 3352.80| 33.00000 2766.06|
GUARDRAIL TYPE 3B - SINGLE RAIL | | |
0190 606.178 7.620 M | 16.00000 121.92| 17.00000 129.54|
GUARDRAIL BEAM | | |
0200 606.21 15.240 M | 40.00000 609.60| 41.00000 624.84|
GUARDRAIL TYPE 3B - 4.5 M RADIUS OR LES | | |
0210 606.265 2.000 EA | 30.00000 60.00| 26.00000 52.00|
TERMINAL END - SINGLE RAIL - GALVANIZED | | |
STEEL | | |
0220 606.35 10.000 EA | 25.00000 250.00| 23.00000 230.00|
GUARDRAIL DELINEATOR POST | | |
0230 606.367 2.000 EA | 25.00000 50.00| 28.50000 57.00|
REPLACE UNUSABLE EXISTING GUARDRAIL | | |
POSTS | | |
0240 606.752 6.000 EA | 695.00000 4170.00| 800.00000 4800.00|
WIDEN SHOULDER FOR MODIFIED ECCENTRIC | | |
LOADER TERMINAL | | |
0250 606.76 6.000 EA | 1000.00000 6000.00| 1260.00000 7560.00|
MODIFIED ECCENTRIC LOADER TERMINAL | | |
0260 610.08 150.000 M3 | 31.75000 4762.50| 40.00000 6000.00|
PLAIN RIPRAP | | |
0270 610.18 1590.000 M3 | 23.25000 36967.50| 26.00000 41340.00|
STONE DITCH PROTECTION | | |
0280 613.319 19320.000 M2 | 1.89000 36514.80| 1.50000 28980.00|
TEMPORARY EROSION CONTROL BLANKET | | |
0290 618.1401 850.000 UN | 9.95000 8457.50| 14.00000 11900.00|
SEEDING METHOD NUMBER 2 - PLAN QUANTITY | | |
LETTING DATE : 03/14/01 MAINE DEPARTMENT OF TRANSPORTATION DATE : 12/05/01
PAGE : 3
LOCATION : COOPER TABULATION OF BIDS
PEMBROKE
CHARLOTTE CONTRACT ID : 009060.00
MEDDYBEMPS =========
====================================================================================================================================
|( 1 ) 000022 |( 2 ) 000010 |( )
|THE LANE CONSTRUCTION CORP. |THOMAS DICENZO, INC. |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0300 619.1201 850.000 UN | 7.65000 6502.50| 7.00000 5950.00|
MULCH - PLAN QUANTITY | | |
0310 620.58 7350.000 M2 | 3.37000 24769.50| 3.00000 22050.00|
EROSION CONTROL GEOTEXTILE | | |
0320 627.76 LUMP| 3000.00000 3000.00| 4000.00000 4000.00|
TEMPORARY PAVEMENT MARKING LINE, WHITE | | |
OR YELLOW | | |
0330 629.05 30.000 MH | 18.00000 540.00| 20.00000 600.00|
HAND LABOR, STRAIGHT TIME | | |
0340 631.12 55.000 HR | 68.00000 3740.00| 65.00000 3575.00|
ALL PURPOSE EXCAVATOR (INCLUDING | | |
OPERATOR) | | |
0350 631.14 55.000 HR | 65.00000 3575.00| 65.00000 3575.00|
GRADER (INCLUDING OPERATOR) | | |
0360 631.172 110.000 HR | 40.00000 4400.00| 40.00000 4400.00|
TRUCK - LARGE (INCLUDING OPERATOR) | | |
0370 631.32 80.000 HR | 100.00000 8000.00| 115.00000 9200.00|
CULVERT CLEANER (INCLUDING OPERATOR) | | |
0380 639.19 1.000 EA | 3000.00000 3000.00| 2000.00000 2000.00|
FIELD OFFICE TYPE B | | |
0390 652.31 25.000 EA | 40.00000 1000.00| 40.00000 1000.00|
TYPE I BARRICADE | | |
0400 652.311 25.000 EA | 40.00000 1000.00| 40.00000 1000.00|
TYPE II BARRICADE | | |
0410 652.33 25.000 EA | 40.00000 1000.00| 40.00000 1000.00|
DRUM | | |
0420 652.34 100.000 EA | 25.00000 2500.00| 15.00000 1500.00|
CONE | | |
0430 652.35 225.000 M2 | 85.00000 19125.00| 80.00000 18000.00|
CONSTRUCTION SIGNS | | |
0440 652.36 145.000 CD | 75.00000 10875.00| 110.00000 15950.00|
MAINTENANCE OF TRAFFIC CONTROL DEVICES | | |
0450 652.38 3800.000 MH | 13.00000 49400.00| 13.00000 49400.00|
FLAGGER | | |
0460 656.75 LUMP| 6000.00000 6000.00| 10000.00000 10000.00|
TEMPORARY SOIL EROSION AND WATER | | |
POLLUTION CONTROL | | |
0470 659.10 LUMP| 46000.00000 46000.00| 20000.00000 20000.00|
MOBILIZATION | | |
SECTION TOTALS | $ 1,126,808.58| $ 1,168,468.44| $ 0.00
------------------------------------------+----------------------------+----------------------------+-------------------------------
CONTRACT TOTALS | $ 1,126,808.58| $ 1,168,468.44| $
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