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LETTING DATE : 04/26/00 MAINE DEPARTMENT OF TRANSPORTATION DATE : 12/04/01
PAGE : 1
LOCATION : WESLEY TABULATION OF BIDS
TWP 26 ED
CRAWFORD CONTRACT ID : 009135.00
=========
COMPLETION DATE : 08/12/00
PROJECT(S): NH-9135(00)E COUNTIE(S) : WASHINGTON 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
--------------------------------------------------------------------------------------------------------------------------
1 000022 THE LANE CONSTRUCTION CORP. $ 848,613.98 100.0000%
2 000010 THOMAS DICENZO, INC. $ 869,788.85 102.4952%
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|( 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 107.27 LUMP| 12000.00000 12000.00| 18000.00000 18000.00|
TEMPORARY SOIL EROSION AND WATER | | |
POLLUTION CONTROL | | |
0020 201.23 1.000 EA | 1000.00000 1000.00| 500.00000 500.00|
REMOVING SINGLE TREE TOP ONLY | | |
0030 201.24 1.000 EA | 500.00000 500.00| 150.00000 150.00|
REMOVING STUMP | | |
0040 202.203 460.000 M2 | 5.00000 2300.00| 12.00000 5520.00|
PAVEMENT BUTT JOINTS | | |
0050 203.203 4573.000 M | 8.00000 36584.00| 7.50000 34297.50|
DITCH EXCAVATION | | |
0060 403.209 40.000 MG | 85.00000 3400.00| 95.00000 3800.00|
HOT MIX ASPHALT 9.5 MM(SIDEWALKS,DRIVES | | |
INCIDENTAL ) | | |
0070 403.210 8525.000 MG | 37.95000 323523.75| 38.00000 323950.00|
HOT MIX ASPHALT 9.5 MM NOMINAL MAX SIZE | | |
0080 403.211 6500.000 MG | 37.30000 242450.00| 39.00000 253500.00|
HOT MIX ASPHALT (SHIM) | | |
0090 504.069 28.000 EA | 75.00000 2100.00| 100.00000 2800.00|
CONCRETE PIPE TIES | | |
0100 603.19 11.000 M | 130.00000 1430.00| 240.00000 2640.00|
600 MM CULVERT PIPE OPTION I | | |
0110 603.20 25.000 M | 165.00000 4125.00| 290.00000 7250.00|
750 MM CULVERT PIPE OPTION I | | |
LETTING DATE : 04/26/00 MAINE DEPARTMENT OF TRANSPORTATION DATE : 12/04/01
PAGE : 2
LOCATION : WESLEY TABULATION OF BIDS
TWP 26 ED
CRAWFORD CONTRACT ID : 009135.00
=========
====================================================================================================================================
|( 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
------------------------------------------+----------------------------+----------------------------+-------------------------------
0120 603.7418 4.800 M | 280.00000 1344.00| 250.00000 1200.00|
REMOVE AND RELAY 450 MM CONCRETE PIPE | | |
0130 603.7436 2.400 M | 280.00000 672.00| 340.00000 816.00|
REMOVE AND RELAY 900 MM CONCRETE PIPE | | |
0140 603.7442 14.400 M | 260.00000 3744.00| 400.00000 5760.00|
REMOVE AND RELAY 1050 MM CONCRETE PIPE | | |
0150 603.7448 7.200 M | 420.00000 3024.00| 450.00000 3240.00|
REMOVE AND RELAY 1200 MM CONCRETE PIPE | | |
0160 603.7472 9.600 M | 470.00000 4512.00| 650.00000 6240.00|
REMOVE & RELAY 1800 MM CONCRETE PIPE | | |
0170 606.17 153.000 M | 32.22000 4929.66| 33.15000 5071.95|
GUARDRAIL TYPE 3B - SINGLE RAIL | | |
0180 606.178 19.000 M | 14.25000 270.75| 19.00000 361.00|
GUARDRAIL BEAM | | |
0190 606.21 45.600 M | 36.10000 1646.16| 41.50000 1892.40|
GUARDRAIL TYPE 3B - 4.5 M RADIUS OR LES | | |
0200 606.22 19.000 M | 35.40000 672.60| 41.50000 788.50|
GUARDRAIL TYPE 3B - OVER 4.5 M RADIUS | | |
0210 606.23 290.000 M | 30.60000 8874.00| 32.75000 9497.50|
GUARDRAIL TYPE 3C - SINGLE RAIL | | |
0220 606.231 38.000 M | 35.37000 1344.06| 41.50000 1577.00|
GUARDRAIL TYPE 3C - 4.5 M RADIUS AND | | |
LESS | | |
0230 606.265 7.000 EA | 25.00000 175.00| 26.25000 183.75|
TERMINAL END - SINGLE RAIL - GALVANIZED | | |
STEEL | | |
0240 606.35 28.000 EA | 25.00000 700.00| 26.25000 735.00|
GUARDRAIL DELINEATOR POST | | |
0250 606.351 13.000 EA | 9.00000 117.00| 9.50000 123.50|
REMOVE AND RESET GUARDRAIL DELINEATOR | | |
POSTS | | |
0260 606.754 18.000 EA | 900.00000 16200.00| 1100.00000 19800.00|
WIDEN SHOULDER FOR 350 END TREATMENT | | |
0270 606.79 19.000 EA | 1125.00000 21375.00| 1700.00000 32300.00|
GUARDRAIL 350 FLARED TERMINAL | | |
0280 609.31 50.000 M | 16.00000 800.00| 20.00000 1000.00|
CURB TYPE 3 | | |
0290 610.08 520.000 M3 | 50.00000 26000.00| 21.00000 10920.00|
PLAIN RIPRAP | | |
0300 613.319 4580.000 M2 | 1.70000 7786.00| 2.00000 9160.00|
TEMPORARY EROSION CONTROL BLANKET | | |
LETTING DATE : 04/26/00 MAINE DEPARTMENT OF TRANSPORTATION DATE : 12/04/01
PAGE : 3
LOCATION : WESLEY TABULATION OF BIDS
TWP 26 ED
CRAWFORD CONTRACT ID : 009135.00
=========
====================================================================================================================================
|( 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
------------------------------------------+----------------------------+----------------------------+-------------------------------
0310 618.1401 735.000 UN | 14.00000 10290.00| 14.60000 10731.00|
SEEDING METHOD NUMBER 2 - PLAN QUANTITY | | |
0320 619.1201 735.000 UN | 9.00000 6615.00| 9.25000 6798.75|
MULCH - PLAN QUANTITY | | |
0330 627.76 LUMP| 2500.00000 2500.00| 3500.00000 3500.00|
TEMPORARY PAVEMENT MARKING LINE, WHITE | | |
OR YELLOW | | |
0340 629.05 10.000 MH | 22.00000 220.00| 21.00000 210.00|
HAND LABOR, STRAIGHT TIME | | |
0350 631.12 10.000 HR | 80.00000 800.00| 85.00000 850.00|
ALL PURPOSE EXCAVATOR (INCLUDING | | |
OPERATOR) | | |
0360 631.172 10.000 HR | 40.00000 400.00| 40.00000 400.00|
TRUCK - LARGE (INCLUDING OPERATOR) | | |
0370 639.19 1.000 EA | 3000.00000 3000.00| 5000.00000 5000.00|
FIELD OFFICE TYPE B | | |
0380 652.311 30.000 EA | 40.00000 1200.00| 30.00000 900.00|
TYPE II BARRICADE | | |
0390 652.34 100.000 EA | 25.00000 2500.00| 20.00000 2000.00|
CONE | | |
0400 652.35 55.000 M2 | 88.00000 4840.00| 80.00000 4400.00|
CONSTRUCTION SIGNS | | |
0410 652.361 70.000 LS | 10000.00000 10000.00| 6500.00000 6500.00|
MAINTENANCE OF TRAFFIC CONTROL DEVICES | | |
0420 652.38 2150.000 MH | 14.00000 30100.00| 12.50000 26875.00|
FLAGGER | | |
0430 659.10 LUMP| 31000.00000 31000.00| 22800.00000 22800.00|
MOBILIZATION | | |
0440 409.15 10500.000 L | 1.10000 11550.00| 1.50000 15750.00|
BITUMINOUS TACK COAT APPLIED | | |
SECTION TOTALS | $ 848,613.98| $ 869,788.85| $ 0.00
------------------------------------------+----------------------------+----------------------------+-------------------------------
CONTRACT TOTALS | $ 848,613.98| $ 869,788.85| $
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