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LETTING DATSTP-9430(00)X MAINE DEPARTMENT OF TRANSPORTATION DATE : 12/04/01
PAGE : 1
LOCATION : WESTON TABULATION OF BIDS
CONTRACT ID : 009430.00
=========
PROJECT(S): SB-ME-97(001)X COUNTIE(S) : AROOSTOOK MAINE STATE DEPTARTMENT OF TRANSPORTATION
A TRUE COPY : __________________________
TITLE : __________________________
ATTEST : _______________________________
CONTRACT DESCRIPTION : A HIGHWAY REHABILITATION AND SCENIC OVERLOOK NOTARY PUBLIC
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TOTAL % OVER
RANK VENDOR NO./NAME BID LOW BID
--------------------------------------------------------------------------------------------------------------------------
1 000022 THE LANE CONSTRUCTION CORP. $ 1,356,321.69 100.0000%
2 000010 THOMAS DICENZO, INC. $ 1,399,948.13 103.2165%
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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 SCENIC OVERLOOK
| | |
0010 107.27 LUMP| 25000.00000 25000.00| 25000.00000 25000.00|
TEMPORARY SOIL EROSION AND WATER | | |
POLLUTION CONTROL | | |
0020 203.20 370.000 M3 | 12.00000 4440.00| 12.60000 4662.00|
COMMON EXCAVATION | | |
0030 203.202 3010.000 M | 9.55000 28745.50| 10.00000 30100.00|
INSLOPE EXCAVATION | | |
0040 203.203 5200.000 M | 9.55000 49660.00| 10.00000 52000.00|
DITCH EXCAVATION | | |
0050 203.21 350.000 M3 | 70.00000 24500.00| 73.50000 25725.00|
ROCK EXCAVATION | | |
0060 203.24 3000.000 M3 | 9.75000 29250.00| 10.25000 30750.00|
COMMON BORROW | | |
0070 203.25 3920.000 M3 | 9.75000 38220.00| 10.25000 40180.00|
GRANULAR BORROW | | |
0080 204.41 18325.000 M2 | 3.50000 64137.50| 3.70000 67802.50|
REHABILITATION OF EXISTING SHOULDERS, | | |
PLAN QUANTITY | | |
0090 304.10 1175.000 M3 | 17.50000 20562.50| 18.40000 21620.00|
AGGREGATE SUBBASE COURSE - GRAVEL | | |
0100 307.32 34100.000 M2 | 2.90000 98890.00| 2.00000 68200.00|
COLD IN-PLACE RECYCLED MATERIAL | | |
(UNTREATED) TRAVELWAY | | |
LETTING DATE : 06/07/00 MAINE DEPARTMENT OF TRANSPORTATION DATE : 12/04/01
PAGE : 2
LOCATION : WESTON TABULATION OF BIDS
CONTRACT ID : 009430.00
=========
====================================================================================================================================
|( 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 403.207 6500.000 MG | 42.40000 275600.00| 43.75000 284375.00|
HOT MIX ASPHALT 19.0 MM NOMINAL MAX SIZ | | |
0120 403.208 4720.000 MG | 43.90000 207208.00| 45.30000 213816.00|
HOT MIX ASPHALT 12.5 MM NOMINAL MAX SIZ | | |
0130 403.209 80.000 MG | 95.00000 7600.00| 85.00000 6800.00|
HOT MIX ASPHALT 9.5 MM(SIDEWALKS,DRIVES | | |
INCIDENTAL ) | | |
0140 409.15 1750.000 L | 1.50000 2625.00| 1.10000 1925.00|
BITUMINOUS TACK COAT APPLIED | | |
0150 411.09 500.000 M3 | 19.50000 9750.00| 20.50000 10250.00|
UNTREATED AGGREGATE SURFACE COURSE | | |
0160 419.20 225.000 M | 20.00000 4500.00| 16.00000 3600.00|
SAWING, SEALING JOINTS IN BITUMINOUS | | |
CONCRETE SURFACE | | |
0170 502.57 15.000 M3 | 400.00000 6000.00| 420.00000 6300.00|
ANNULAR SPACE GROUTING | | |
0180 603.1552 10.400 M | 205.00000 2132.00| 215.00000 2236.00|
300 MM RCP CLASS V | | |
0190 603.165 6.100 M | 330.00000 2013.00| 347.00000 2116.70|
375 MM RCP CLASS III | | |
0200 603.17 47.000 M | 85.00000 3995.00| 90.00000 4230.00|
450 MM CULVERT PIPE OPTION I | | |
0210 603.179 105.000 M | 190.00000 19950.00| 200.00000 21000.00|
450 MM CULVERT PIPE OPTION III | | |
0220 603.19 18.000 M | 145.00000 2610.00| 153.00000 2754.00|
600 MM CULVERT PIPE OPTION I | | |
0230 603.199 60.000 M | 210.00000 12600.00| 220.00000 13200.00|
600 MM CULVERT PIPE OPTION III | | |
0240 603.52 29.300 M | 828.00000 24260.40| 870.00000 25491.00|
POLYETHYLENE CULVERT PIPE LINER 1050 MM | | |
0250 603.7121 1.000 EA | 800.00000 800.00| 840.00000 840.00|
375 MM PRECAST END SECTION | | |
0260 604.249 2.000 EA | 1750.00000 3500.00| 1840.00000 3680.00|
CATCH BASIN TYPE F6-C | | |
0270 605.09 492.000 M | 65.85000 32398.20| 70.00000 34440.00|
150 MM UNDERDRAIN TYPE B | | |
0280 605.10 40.000 M | 69.85000 2794.00| 74.00000 2960.00|
150 MM UNDERDRAIN OUTLET | | |
0290 606.35 23.000 EA | 20.00000 460.00| 25.20000 579.60|
GUARDRAIL DELINEATOR POST | | |
0300 606.47 3.000 EA | 20.00000 60.00| 26.25000 78.75|
SINGLE WOOD POST | | |
LETTING DATE : 06/07/00 MAINE DEPARTMENT OF TRANSPORTATION DATE : 12/04/01
PAGE : 3
LOCATION : WESTON TABULATION OF BIDS
CONTRACT ID : 009430.00
=========
====================================================================================================================================
|( 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 606.55 510.600 M | 29.40000 15011.64| 35.40000 18075.24|
GUARDRAIL TYPE 3 - SINGLE RAIL | | |
0320 606.59 15.200 M | 35.00000 532.00| 35.50000 539.60|
GUARDRAIL TYPE 3 - 4.5 M RADIUS AND LES | | |
0330 606.611 77.000 M | 47.00000 3619.00| 65.50000 5043.50|
TIMBER GUARDRAIL | | |
0340 606.752 8.000 EA | 1000.00000 8000.00| 1050.00000 8400.00|
WIDEN SHOULDER FOR MODIFIED ECCENTRIC | | |
LOADER TERMINAL | | |
0350 606.76 8.000 EA | 992.75000 7942.00| 1100.00000 8800.00|
MODIFIED ECCENTRIC LOADER TERMINAL | | |
0360 609.11 218.000 M | 92.00000 20056.00| 97.00000 21146.00|
VERTICAL CURB TYPE 1 | | |
0370 609.12 6.280 M | 150.00000 942.00| 158.00000 992.24|
VERTICAL CURB TYPE 1 - CIRCULAR | | |
0380 609.237 4.000 EA | 300.00000 1200.00| 315.00000 1260.00|
TERMINAL CURB TYPE 1 - 2.1 METER | | |
0390 609.31 100.000 M | 15.00000 1500.00| 18.00000 1800.00|
CURB TYPE 3 | | |
0400 610.08 125.000 M3 | 45.00000 5625.00| 47.00000 5875.00|
PLAIN RIPRAP | | |
0410 610.18 1250.000 M3 | 25.00000 31250.00| 27.00000 33750.00|
STONE DITCH PROTECTION | | |
0420 612.06 60.000 M2 | 5.90000 354.00| 6.50000 390.00|
BITUMINOUS SEALING - BLACK | | |
0430 613.319 12000.000 M2 | 1.75000 21000.00| 1.85000 22200.00|
TEMPORARY EROSION CONTROL BLANKET | | |
0440 615.07 75.000 M3 | 26.00000 1950.00| 28.00000 2100.00|
LOAM | | |
0450 618.1301 16.000 UN | 30.00000 480.00| 31.50000 504.00|
SEEDING METHOD NUMBER 1 - PLAN QUANTITY | | |
0460 618.14 22.000 UN | 25.00000 550.00| 26.25000 577.50|
SEEDING METHOD NUMBER 2 | | |
0470 618.1401 204.000 UN | 20.00000 4080.00| 50.00000 10200.00|
SEEDING METHOD NUMBER 2 - PLAN QUANTITY | | |
0480 619.1201 220.000 UN | 15.00000 3300.00| 15.75000 3465.00|
MULCH - PLAN QUANTITY | | |
0490 621.202 10.000 EA | 300.00000 3000.00| 320.00000 3200.00|
MEDIUM DECIDUOUS TREE (50 MM - 65 MM | | |
CALIPER) GROUP B | | |
0500 621.396 68.000 EA | 48.00000 3264.00| 51.00000 3468.00|
DWARF EVERGREENS (450 MM - 600 MM) | | |
GROUP B | | |
LETTING DATE : 06/07/00 MAINE DEPARTMENT OF TRANSPORTATION DATE : 12/04/01
PAGE : 4
LOCATION : WESTON TABULATION OF BIDS
CONTRACT ID : 009430.00
=========
====================================================================================================================================
|( 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 621.546 76.000 EA | 46.50000 3534.00| 49.00000 3724.00|
DECIDUOUS SHRUBS (600 MM - 900 MM) | | |
GROUP A | | |
0520 627.71 10255.000 M | 0.29000 2973.95| 0.30000 3076.50|
100 MM WHITE PAVEMENT MARKING LINE | | |
0530 627.73 5100.000 M | 0.49000 2499.00| 0.50000 2550.00|
100 MM YELLOW PAVEMENT MARKING LINE | | |
0540 627.75 50.000 M2 | 16.14000 807.00| 17.00000 850.00|
WHITE OR YELLOW PAVEMENT AND CURB | | |
MARKING | | |
0550 627.811 850.000 EA | 2.00000 1700.00| 3.80000 3230.00|
TEMPORARY BI-DIRECTIONAL YELLOW | | |
DELINEATORS | | |
0560 629.05 30.000 MH | 20.00000 600.00| 21.00000 630.00|
HAND LABOR, STRAIGHT TIME | | |
0570 631.12 35.000 HR | 85.00000 2975.00| 90.00000 3150.00|
ALL PURPOSE EXCAVATOR (INCLUDING | | |
OPERATOR) | | |
0580 631.172 50.000 HR | 40.00000 2000.00| 42.00000 2100.00|
TRUCK - LARGE (INCLUDING OPERATOR) | | |
0590 631.32 30.000 HR | 75.00000 2250.00| 80.00000 2400.00|
CULVERT CLEANER (INCLUDING OPERATOR) | | |
0600 637.071 LUMP| 6000.00000 6000.00| 6300.00000 6300.00|
DUST CONTROL | | |
0610 639.18 1.000 EA | 4000.00000 4000.00| 5000.00000 5000.00|
FIELD OFFICE TYPE A | | |
0620 652.31 20.000 EA | 40.00000 800.00| 30.00000 600.00|
TYPE I BARRICADE | | |
0630 652.311 30.000 EA | 40.00000 1200.00| 30.00000 900.00|
TYPE II BARRICADE | | |
0640 652.33 40.000 EA | 40.00000 1600.00| 30.00000 1200.00|
DRUM | | |
0650 652.34 170.000 EA | 25.00000 4250.00| 15.00000 2550.00|
CONE | | |
0660 652.35 94.000 M2 | 88.00000 8272.00| 85.00000 7990.00|
CONSTRUCTION SIGNS | | |
0670 652.36 220.000 CD | 125.00000 27500.00| 50.00000 11000.00|
MAINTENANCE OF TRAFFIC CONTROL DEVICES | | |
0680 652.38 4300.000 MH | 15.00000 64500.00| 14.00000 60200.00|
FLAGGER | | |
0690 658.20 100.000 M2 | 9.44000 944.00| 10.00000 1000.00|
ACRYLIC LATEX COLOR FINISH, GREEN | | |
LETTING DATE : 06/07/00 MAINE DEPARTMENT OF TRANSPORTATION DATE : 12/04/01
PAGE : 5
LOCATION : WESTON TABULATION OF BIDS
CONTRACT ID : 009430.00
=========
====================================================================================================================================
|( 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
------------------------------------------+----------------------------+----------------------------+-------------------------------
0700 659.10 LUMP| 80000.00000 80000.00| 123000.00000 123000.00|
MOBILIZATION | | |
SECTION TOTALS | $ 1,356,321.69| $ 1,399,948.13| $ 0.00
------------------------------------------+----------------------------+----------------------------+-------------------------------
CONTRACT TOTALS | $ 1,356,321.69| $ 1,399,948.13| $
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