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LETTING DATOTHERS6(00)EX MAINE DEPARTMENT OF TRANSPORTATION DATE : 12/05/01
PAGE : 1
LOCATION : FRANKFORT TABULATION OF BIDS
WINTERPORT
CONTRACT ID : 009090.00
=========
COMPLETION DATE : 09/01/01
PROJECT(S): NH-9090(00)E COUNTIE(S) : WALDO 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. $ 1,096,908.57 100.0000%
2 000010 THOMAS DICENZO, INC. $ 1,635,641.47 149.1137%
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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 201.23 4.000 EA | 800.00000 3200.00| 2000.00000 8000.00|
REMOVING SINGLE TREE TOP ONLY | | |
0020 201.24 2.000 EA | 175.00000 350.00| 250.00000 500.00|
REMOVING STUMP | | |
0030 202.202 613.050 M2 | 4.00000 2452.20| 25.00000 15326.25|
REMOVING PAVEMENT SURFACE | | |
0040 202.203 2270.000 M2 | 6.00000 13620.00| 25.00000 56750.00|
PAVEMENT BUTT JOINTS | | |
0050 203.202 2404.000 M | 5.30000 12741.20| 11.00000 26444.00|
INSLOPE EXCAVATION | | |
0060 203.2025 1121.000 M | 6.10000 6838.10| 20.00000 22420.00|
INSLOPE EXCAVATION - GUARDRAIL | | |
0070 203.203 2067.000 M | 6.40000 13228.80| 15.00000 31005.00|
DITCH EXCAVATION | | |
0080 203.4232 140.000 MG | 44.00000 6160.00| 88.00000 12320.00|
LIGHTWEIGHT FILL, TIRE SHREDS - TYPE A | | |
0090 204.20 19564.000 M2 | 1.95000 38149.80| 8.50000 166294.00|
ADD SHOULDER AGGREGATE TO EXISTING | | |
SHOULDER, PLAN QUANTITY | | |
0100 205.51 4504.000 M2 | 11.25000 50670.00| 14.50000 65308.00|
WIDENING OF EXISTING SHOULDER | | |
0110 304.10 50.000 M3 | 37.00000 1850.00| 30.00000 1500.00|
AGGREGATE SUBBASE COURSE - GRAVEL | | |
LETTING DATE : 02/14/01 MAINE DEPARTMENT OF TRANSPORTATION DATE : 12/05/01
PAGE : 2
LOCATION : FRANKFORT TABULATION OF BIDS
WINTERPORT
CONTRACT ID : 009090.00
=========
====================================================================================================================================
|( 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 403.209 99.000 MG | 80.00000 7920.00| 85.00000 8415.00|
HOT MIX ASPHALT 9.5 MM(SIDEWALKS,DRIVES | | |
INCIDENTAL ) | | |
0130 403.210 9890.000 MG | 36.25000 358512.50| 44.00000 435160.00|
HOT MIX ASPHALT 9.5 MM NOMINAL MAX SIZE | | |
0140 403.211 4400.000 MG | 36.25000 159500.00| 44.00000 193600.00|
HOT MIX ASPHALT (SHIM) | | |
0150 403.212 1100.000 MG | 36.25000 39875.00| 41.00000 45100.00|
HOT MIX ASPHALT 4.75 MM | | |
0160 409.15 10147.000 L | 1.00000 10147.00| 1.00000 10147.00|
BITUMINOUS TACK COAT APPLIED | | |
0170 411.10 101.000 M3 | 22.00000 2222.00| 50.00000 5050.00|
UNTREATED AGGREGATE SURFACE COURSE | | |
(TRUCK MEASURE) | | |
0180 504.069 4.000 EA | 170.00000 680.00| 200.00000 800.00|
CONCRETE PIPE TIES | | |
0190 603.179 48.770 M | 260.00000 12680.20| 355.00000 17313.35|
450 MM CULVERT PIPE OPTION III | | |
0200 603.199 79.160 M | 285.00000 22560.60| 450.00000 35622.00|
600 MM CULVERT PIPE OPTION III | | |
0210 603.209 2.440 M | 330.00000 805.20| 350.00000 854.00|
750 MM CULVERT PIPE OPTION III | | |
0220 603.239 18.300 M | 420.00000 7686.00| 600.00000 10980.00|
1200 MM CULVERT PIPE OPTION III | | |
0230 603.733 2.440 M | 290.00000 707.60| 300.00000 732.00|
REMOVE AND RELAY 750 MM METAL PIPE | | |
0240 603.743 4.800 M | 320.00000 1536.00| 350.00000 1680.00|
REMOVE AND RELAY 750 MM CONCRETE PIPE | | |
0250 604.092 1.000 EA | 2000.00000 2000.00| 1700.00000 1700.00|
CATCH BASIN TYPE B1-C | | |
0260 604.11 3.000 EA | 2200.00000 6600.00| 1500.00000 4500.00|
CATCH BASIN TYPE C1 | | |
0270 604.15 1.000 EA | 2000.00000 2000.00| 1700.00000 1700.00|
MANHOLE | | |
0280 604.18 2.000 EA | 270.00000 540.00| 600.00000 1200.00|
ADJUSTING MANHOLE OR CATCH BASIN TO | | |
GRADE | | |
0290 604.182 5.000 EA | 140.00000 700.00| 500.00000 2500.00|
CLEAN EXISTING CATCH BASIN AND MANHOLE | | |
0300 606.17 430.510 M | 37.00000 15928.87| 33.00000 14206.83|
GUARDRAIL TYPE 3B - SINGLE RAIL | | |
LETTING DATE : 02/14/01 MAINE DEPARTMENT OF TRANSPORTATION DATE : 12/05/01
PAGE : 3
LOCATION : FRANKFORT TABULATION OF BIDS
WINTERPORT
CONTRACT ID : 009090.00
=========
====================================================================================================================================
|( 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 606.1722 4.000 EA | 596.50000 2386.00| 600.00000 2400.00|
BRIDGE TRANSITION - TYPE 2 | | |
0320 606.178 87.670 M | 15.00000 1315.05| 17.00000 1490.39|
GUARDRAIL BEAM | | |
0330 606.21 72.430 M | 41.00000 2969.63| 43.00000 3114.49|
GUARDRAIL TYPE 3B - 4.5 M RADIUS OR LES | | |
0340 606.22 41.870 M | 40.00000 1674.80| 43.00000 1800.41|
GUARDRAIL TYPE 3B - OVER 4.5 M RADIUS | | |
0350 606.23 61.000 M | 36.47000 2224.67| 32.00000 1952.00|
GUARDRAIL TYPE 3C - SINGLE RAIL | | |
0360 606.265 5.000 EA | 25.00000 125.00| 29.00000 145.00|
TERMINAL END - SINGLE RAIL - GALVANIZED | | |
STEEL | | |
0370 606.35 36.000 EA | 20.00000 720.00| 27.00000 972.00|
GUARDRAIL DELINEATOR POST | | |
0380 606.367 5.000 EA | 25.00000 125.00| 38.00000 190.00|
REPLACE UNUSABLE EXISTING GUARDRAIL | | |
POSTS | | |
0390 606.47 10.000 EA | 20.00000 200.00| 28.00000 280.00|
SINGLE WOOD POST | | |
0400 606.48 7.000 EA | 25.00000 175.00| 38.00000 266.00|
SINGLE GALVANIZED STEEL POST | | |
0410 606.752 5.000 EA | 720.00000 3600.00| 900.00000 4500.00|
WIDEN SHOULDER FOR MODIFIED ECCENTRIC | | |
LOADER TERMINAL | | |
0420 606.754 15.000 EA | 790.00000 11850.00| 1000.00000 15000.00|
WIDEN SHOULDER FOR 350 END TREATMENT | | |
0430 606.76 5.000 EA | 1020.00000 5100.00| 1350.00000 6750.00|
MODIFIED ECCENTRIC LOADER TERMINAL | | |
0440 606.79 15.000 EA | 1059.00000 15885.00| 1500.00000 22500.00|
GUARDRAIL 350 FLARED TERMINAL | | |
0450 609.31 444.000 M | 14.00000 6216.00| 18.00000 7992.00|
CURB TYPE 3 | | |
0460 610.08 785.000 M3 | 33.00000 25905.00| 78.00000 61230.00|
PLAIN RIPRAP | | |
0470 610.16 520.000 M3 | 43.00000 22360.00| 120.00000 62400.00|
HEAVY RIPRAP | | |
0480 613.319 2831.000 M2 | 1.35000 3821.85| 2.00000 5662.00|
TEMPORARY EROSION CONTROL BLANKET | | |
0490 618.1401 314.000 UN | 9.95000 3124.30| 18.00000 5652.00|
SEEDING METHOD NUMBER 2 - PLAN QUANTITY | | |
LETTING DATE : 02/14/01 MAINE DEPARTMENT OF TRANSPORTATION DATE : 12/05/01
PAGE : 4
LOCATION : FRANKFORT TABULATION OF BIDS
WINTERPORT
CONTRACT ID : 009090.00
=========
====================================================================================================================================
|( 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
------------------------------------------+----------------------------+----------------------------+-------------------------------
0500 619.1201 314.000 UN | 7.65000 2402.10| 10.00000 3140.00|
MULCH - PLAN QUANTITY | | |
0510 620.58 1639.000 M2 | 2.90000 4753.10| 3.00000 4917.00|
EROSION CONTROL GEOTEXTILE | | |
0520 627.75 24.000 M2 | 20.00000 480.00| 59.00000 1416.00|
WHITE OR YELLOW PAVEMENT AND CURB | | |
MARKING | | |
0530 627.76 LUMP| 2600.00000 2600.00| 9000.00000 9000.00|
TEMPORARY PAVEMENT MARKING LINE, WHITE | | |
OR YELLOW | | |
0540 629.05 30.000 MH | 18.00000 540.00| 25.00000 750.00|
HAND LABOR, STRAIGHT TIME | | |
0550 631.12 50.000 HR | 78.00000 3900.00| 100.00000 5000.00|
ALL PURPOSE EXCAVATOR (INCLUDING | | |
OPERATOR) | | |
0560 631.172 80.000 HR | 39.00000 3120.00| 45.00000 3600.00|
TRUCK - LARGE (INCLUDING OPERATOR) | | |
0570 631.18 5.000 HR | 25.00000 125.00| 40.00000 200.00|
CHAIN SAW RENTAL (INCLUDING OPERATOR) | | |
0580 631.32 25.000 HR | 125.00000 3125.00| 150.00000 3750.00|
CULVERT CLEANER (INCLUDING OPERATOR) | | |
0590 631.37 1.000 EA | 140.00000 140.00| 500.00000 500.00|
CLEAN EXISTING CATCH BASINS AND MANHOLE | | |
0600 639.19 1.000 EA | 3500.00000 3500.00| 3000.00000 3000.00|
FIELD OFFICE TYPE B | | |
0610 652.311 15.000 EA | 40.00000 600.00| 40.00000 600.00|
TYPE II BARRICADE | | |
0620 652.33 70.000 EA | 35.00000 2450.00| 40.00000 2800.00|
DRUM | | |
0630 652.34 200.000 EA | 25.00000 5000.00| 20.00000 4000.00|
CONE | | |
0640 652.35 322.000 M2 | 90.00000 28980.00| 90.00000 28980.00|
CONSTRUCTION SIGNS | | |
0650 652.36 107.000 CD | 70.00000 7490.00| 100.00000 10700.00|
MAINTENANCE OF TRAFFIC CONTROL DEVICES | | |
0660 652.38 4005.000 MH | 13.00000 52065.00| 12.95000 51864.75|
FLAGGER | | |
0670 656.75 LUMP| 20000.00000 20000.00| 50000.00000 50000.00|
TEMPORARY SOIL EROSION AND WATER | | |
POLLUTION CONTROL | | |
0680 659.10 LUMP| 44000.00000 44000.00| 50000.00000 50000.00|
MOBILIZATION | | |
SECTION TOTALS | $ 1,096,908.57| $ 1,635,641.47| $ 0.00
------------------------------------------+----------------------------+----------------------------+-------------------------------
CONTRACT TOTALS | $ 1,096,908.57| $ 1,635,641.47| $
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