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LETTING DATE : 04/04/01 MAINE DEPARTMENT OF TRANSPORTATION DATE : 12/05/01
PAGE : 1
LOCATION : KOSSUTH TWP. TABULATION OF BIDS
TOPSFIELD
CONTRACT ID : 009439.00
=========
COMPLETION DATE : 10/01/01
PROJECT(S): STP-9439(00)X COUNTIE(S) : WASHINGTON MAINE STATE DEPTARTMENT OF TRANSPORTATION
A TRUE COPY : __________________________
TITLE : __________________________
CONTRACT DESCRIPTION : COLLECTOR HIGHWAY IMPROVEMENT ATTEST : _______________________________
NOTARY PUBLIC
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TOTAL % OVER
RANK VENDOR NO./NAME BID LOW BID
--------------------------------------------------------------------------------------------------------------------------
1 000022 THE LANE CONSTRUCTION CORP. $ 2,132,832.70 100.0000%
2 000010 THOMAS DICENZO, INC. $ 2,469,562.70 115.7879%
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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 202.203 109.400 M2 | 14.00000 1531.60| 6.00000 656.40|
PAVEMENT BUTT JOINTS | | |
0020 203.2001 639.000 M3 | 8.30000 5303.70| 8.40000 5367.60|
COMMON EXCAVATION - PLAN QUANTITY | | |
0030 203.203 6000.000 M | 8.00000 48000.00| 7.35000 44100.00|
DITCH EXCAVATION | | |
0040 203.21 1000.000 M3 | 50.00000 50000.00| 40.00000 40000.00|
ROCK EXCAVATION | | |
0050 206.0619 100.000 M3 | 18.00000 1800.00| 68.25000 6825.00|
STRUCTURAL ROCK EXCAVATION - DRAINAGE | | |
AND MINOR STRUCTURES - BELOW GRADE | | |
0060 304.102 30000.000 M3 | 8.00000 240000.00| 15.00000 450000.00|
AGGREGATE SUBBASE COURSE - GRAVEL (PIT | | |
MEASURE) | | |
0070 307.32 108768.000 M2 | 1.80000 195782.40| 1.90000 206659.20|
COLD IN-PLACE RECYCLED MATERIAL | | |
(UNTREATED) TRAVELWAY | | |
0080 403.207 16746.000 MG | 33.10000 554292.60| 35.00000 586110.00|
HOT MIX ASPHALT 19.0 MM NOMINAL MAX SIZ | | |
0090 403.208 14000.000 MG | 34.25000 479500.00| 35.00000 490000.00|
HOT MIX ASPHALT 12.5 MM NOMINAL MAX SIZ | | |
0100 403.209 10.000 MG | 90.00000 900.00| 80.00000 800.00|
HOT MIX ASPHALT 9.5 MM(SIDEWALKS,DRIVES | | |
INCIDENTAL ) | | |
LETTING DATE : 04/04/01 MAINE DEPARTMENT OF TRANSPORTATION DATE : 12/05/01
PAGE : 2
LOCATION : KOSSUTH TWP. TABULATION OF BIDS
TOPSFIELD
CONTRACT ID : 009439.00
=========
====================================================================================================================================
|( 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
------------------------------------------+----------------------------+----------------------------+-------------------------------
0110 403.211 177.410 MG | 40.00000 7096.40| 45.00000 7983.45|
HOT MIX ASPHALT (SHIM) | | |
0120 409.15 100.000 L | 0.90000 90.00| 4.00000 400.00|
BITUMINOUS TACK COAT APPLIED | | |
0130 603.16 300.000 M | 83.00000 24900.00| 78.75000 23625.00|
375 MM CULVERT PIPE OPTION I | | |
0140 603.169 120.000 M | 120.00000 14400.00| 84.00000 10080.00|
375 MM CULVERT PIPE OPTION III | | |
0150 603.17 70.000 M | 86.00000 6020.00| 105.00000 7350.00|
450 MM CULVERT PIPE OPTION I | | |
0160 603.171 4.400 M | 220.00000 968.00| 183.75000 808.50|
450 MM CORRUGATED METAL PIPE | | |
0170 603.179 396.000 M | 126.00000 49896.00| 189.00000 74844.00|
450 MM CULVERT PIPE OPTION III | | |
0180 603.189 18.000 M | 130.00000 2340.00| 210.00000 3780.00|
525 MM CULVERT PIPE OPTION III | | |
0190 603.19 38.400 M | 85.00000 3264.00| 189.00000 7257.60|
600 MM CULVERT PIPE OPTION I | | |
0200 603.191 13.400 M | 220.00000 2948.00| 220.50000 2954.70|
600 MM CORRUGATED METAL PIPE | | |
0210 603.199 219.200 M | 135.00000 29592.00| 236.25000 51786.00|
600 MM CULVERT PIPE OPTION III | | |
0220 603.201 1.200 M | 220.00000 264.00| 735.00000 882.00|
750 MM CORRUGATED METAL PIPE | | |
0230 603.209 36.000 M | 133.00000 4788.00| 283.50000 10206.00|
750 MM CULVERT PIPE OPTION III | | |
0240 603.219 29.200 M | 160.00000 4672.00| 341.25000 9964.50|
900 MM CULVERT PIPE OPTION III | | |
0250 603.231 1.200 M | 260.00000 312.00| 840.00000 1008.00|
1200 MM CORRUGATED METAL PIPE | | |
0260 606.17 859.000 M | 28.50000 24481.50| 30.15000 25898.85|
GUARDRAIL TYPE 3B - SINGLE RAIL | | |
0270 606.21 20.000 M | 30.95000 619.00| 37.05000 741.00|
GUARDRAIL TYPE 3B - 4.5 M RADIUS OR LES | | |
0280 606.265 4.000 EA | 30.00000 120.00| 28.35000 113.40|
TERMINAL END - SINGLE RAIL - GALVANIZED | | |
STEEL | | |
0290 606.35 24.000 EA | 30.00000 720.00| 26.25000 630.00|
GUARDRAIL DELINEATOR POST | | |
0300 606.362 560.000 M | 2.85000 1596.00| 2.75000 1540.00|
GUARDRAIL ADJUSTED | | |
LETTING DATE : 04/04/01 MAINE DEPARTMENT OF TRANSPORTATION DATE : 12/05/01
PAGE : 3
LOCATION : KOSSUTH TWP. TABULATION OF BIDS
TOPSFIELD
CONTRACT ID : 009439.00
=========
====================================================================================================================================
|( 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 606.76 14.000 EA | 1025.00000 14350.00| 1050.00000 14700.00|
MODIFIED ECCENTRIC LOADER TERMINAL | | |
0320 609.31 585.000 M | 14.00000 8190.00| 13.00000 7605.00|
CURB TYPE 3 | | |
0330 610.08 200.000 M3 | 35.00000 7000.00| 63.00000 12600.00|
PLAIN RIPRAP | | |
0340 610.18 1000.000 M3 | 35.00000 35000.00| 37.80000 37800.00|
STONE DITCH PROTECTION | | |
0350 613.319 8189.000 M2 | 1.90000 15559.10| 1.50000 12283.50|
TEMPORARY EROSION CONTROL BLANKET | | |
0360 618.1401 1800.000 UN | 12.00000 21600.00| 2.75000 4950.00|
SEEDING METHOD NUMBER 2 - PLAN QUANTITY | | |
0370 619.1201 1800.000 UN | 6.00000 10800.00| 6.30000 11340.00|
MULCH - PLAN QUANTITY | | |
0380 620.58 2564.000 M2 | 2.50000 6410.00| 3.00000 7692.00|
EROSION CONTROL GEOTEXTILE | | |
0390 627.76 LUMP| 4000.00000 4000.00| 10000.00000 10000.00|
TEMPORARY PAVEMENT MARKING LINE, WHITE | | |
OR YELLOW | | |
0400 629.05 100.000 MH | 20.00000 2000.00| 26.25000 2625.00|
HAND LABOR, STRAIGHT TIME | | |
0410 631.12 250.000 HR | 85.00000 21250.00| 100.00000 25000.00|
ALL PURPOSE EXCAVATOR (INCLUDING | | |
OPERATOR) | | |
0420 631.14 50.000 HR | 65.00000 3250.00| 85.00000 4250.00|
GRADER (INCLUDING OPERATOR) | | |
0430 631.172 500.000 HR | 36.00000 18000.00| 45.00000 22500.00|
TRUCK - LARGE (INCLUDING OPERATOR) | | |
0440 631.18 50.000 HR | 25.00000 1250.00| 30.00000 1500.00|
CHAIN SAW RENTAL (INCLUDING OPERATOR) | | |
0450 631.32 50.000 HR | 120.00000 6000.00| 125.00000 6250.00|
CULVERT CLEANER (INCLUDING OPERATOR) | | |
0460 639.18 1.000 EA | 4000.00000 4000.00| 5000.00000 5000.00|
FIELD OFFICE TYPE A | | |
0470 652.31 100.000 EA | 30.00000 3000.00| 40.00000 4000.00|
TYPE I BARRICADE | | |
0480 652.33 100.000 EA | 30.00000 3000.00| 40.00000 4000.00|
DRUM | | |
0490 652.34 160.000 EA | 20.00000 3200.00| 15.00000 2400.00|
CONE | | |
0500 652.35 87.600 M2 | 89.00000 7796.40| 85.00000 7446.00|
CONSTRUCTION SIGNS | | |
LETTING DATE : 04/04/01 MAINE DEPARTMENT OF TRANSPORTATION DATE : 12/05/01
PAGE : 4
LOCATION : KOSSUTH TWP. TABULATION OF BIDS
TOPSFIELD
CONTRACT ID : 009439.00
=========
====================================================================================================================================
|( 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
------------------------------------------+----------------------------+----------------------------+-------------------------------
0510 652.36 144.000 CD | 100.00000 14400.00| 110.00000 15840.00|
MAINTENANCE OF TRAFFIC CONTROL DEVICES | | |
0520 652.38 5660.000 MH | 13.00000 73580.00| 13.50000 76410.00|
FLAGGER | | |
0530 656.75 LUMP| 20000.00000 20000.00| 18000.00000 18000.00|
TEMPORARY SOIL EROSION AND WATER | | |
POLLUTION CONTROL | | |
0540 659.10 LUMP| 70000.00000 70000.00| 80000.00000 80000.00|
MOBILIZATION | | |
0550 660.21 3000.000 MH | 1.00000 3000.00| 1.00000 3000.00|
ON-THE-JOB TRAINING (BID) | | |
SECTION TOTALS | $ 2,132,832.70| $ 2,469,562.70| $ 0.00
------------------------------------------+----------------------------+----------------------------+-------------------------------
CONTRACT TOTALS | $ 2,132,832.70| $ 2,469,562.70| $
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