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LETTING DATE : 04/10/02 MAINE DEPARTMENT OF TRANSPORTATION DATE : 12/10/02
PAGE : 1
LOCATION : ORIENT TABULATION OF BIDS
AMITY
CARY PLT CONTRACT ID : 010569.00 COMPLETION DATE : 11/01/02
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PROJECT(S): STP-1056(900)X COUNTIE(S) : AROOSTOOK MAINE STATE DEPARTMENT OF TRANSPORTATION
10768.00
A TRUE COPY : __________________________
TITLE : __________________________
ATTEST : ____________________________ CONTRACT DESCRIPTION : LEVEL 2 RESURFACING NOTARY PUBLIC
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TOTAL % OVER
RANK VENDOR NO./NAME BID LOW BID
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1 000022 THE LANE CONSTRUCTION CORP. $ 3,982,286.18 100.0000%
2 001576 THE MILLER GROUP, INC. $ 4,275,061.46 107.3519%
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|( 1 ) 000022 |( 2 ) 001576 |( )
|THE LANE CONSTRUCTION CORP. |THE MILLER GROUP, 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 5.000 EA | 300.00000 1500.00| 875.00000 4375.00|
REMOVING SINGLE TREE TOP ONLY | | |
0020 201.24 5.000 EA | 200.00000 1000.00| 625.00000 3125.00|
REMOVING STUMP | | |
0030 202.202 1360.000 M2 | 3.50000 4760.00| 5.00000 6800.00|
REMOVING PAVEMENT SURFACE | | |
0040 202.203 500.000 M2 | 12.00000 6000.00| 12.50000 6250.00|
PAVEMENT BUTT JOINTS | | |
0050 203.20 951.000 M3 | 8.80000 8368.80| 10.95000 10413.45|
COMMON EXCAVATION | | |
0060 203.202 32330.000 M | 7.00000 226310.00| 8.55000 276421.50|
INSLOPE EXCAVATION | | |
0070 203.203 14440.000 M | 9.00000 129960.00| 10.30000 148732.00|
DITCH EXCAVATION | | |
0080 204.41 62000.000 M2 | 3.75000 232500.00| 4.80000 297600.00|
REHABILITATION OF EXISTING SHOULDERS, | | |
PLAN QUANTITY | | |
0090 205.51 1087.000 M2 | 6.00000 6522.00| 10.00000 10870.00|
WIDENING OF EXISTING SHOULDER | | |
0100 206.061 20.000 M3 | 30.00000 600.00| 24.70000 494.00|
STRUCTURAL EARTH EXCAVATION - DRAINAGE | | |
AND MINOR STRUCTURES, BELOW GRADE | | |
0110 206.07 50.000 M3 | 80.00000 4000.00| 131.25000 6562.50|
STRUCTURAL ROCK EXCAVATION - DRAINAGE | | |
AND MINOR STRUCTURES | | |
LETTING DATE : 04/10/02 MAINE DEPARTMENT OF TRANSPORTATION DATE : 12/10/02
PAGE : 2
LOCATION : ORIENT TABULATION OF BIDS
AMITY
CARY PLT CONTRACT ID : 010569.00
=========
====================================================================================================================================
|( 1 ) 000022 |( 2 ) 001576 |( )
|THE LANE CONSTRUCTION CORP. |THE MILLER GROUP, INC. |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0120 304.10 1230.000 M3 | 20.00000 24600.00| 18.45000 22693.50|
AGGREGATE SUBBASE COURSE - GRAVEL | | |
0130 304.103 960.000 M3 | 22.00000 21120.00| 15.60000 14976.00|
AGGREGATE SUBBASE - GRAVEL (TRUCK | | |
MEASURE) | | |
0140 307.41 161700.000 M2 | 6.10000 986370.00| 5.76000 931392.00|
COLD IN-PLACE RECYCLED PAVEMENT (WITH | | |
FOAMED ASPHALT) | | |
0150 403.209 260.000 MG | 85.00000 22100.00| 95.00000 24700.00|
HOT MIX ASPHALT 9.5 MM(SIDEWALKS,DRIVES | | |
INCIDENTAL ) | | |
0160 403.210 18150.000 MG | 43.50000 789525.00| 46.75000 848512.50|
HOT MIX ASPHALT 9.5 MM NOMINAL MAX SIZE | | |
0170 403.211 12380.000 MG | 44.50000 550910.00| 46.75000 578765.00|
HOT MIX ASPHALT (SHIM) | | |
0180 403.213 110.000 MG | 75.00000 8250.00| 95.00000 10450.00|
HOT MIX ASPHALT 12.5 MM, BASE | | |
0190 409.15 27530.000 L | 1.30000 35789.00| 1.65000 45424.50|
BITUMINOUS TACK COAT APPLIED | | |
0200 411.10 390.000 M3 | 24.00000 9360.00| 31.25000 12187.50|
UNTREATED AGGREGATE SURFACE COURSE | | |
(TRUCK MEASURE) | | |
0210 603.16 355.300 M | 90.00000 31977.00| 93.75000 33309.38|
375 MM CULVERT PIPE OPTION I | | |
0220 603.161 8.200 M | 120.00000 984.00| 250.00000 2050.00|
375 MM CORRUGATED METAL PIPE | | |
0230 603.17 245.900 M | 100.00000 24590.00| 115.00000 28278.50|
450 MM CULVERT PIPE OPTION I | | |
0240 603.171 7.200 M | 150.00000 1080.00| 256.25000 1845.00|
450 MM CORRUGATED METAL PIPE | | |
0250 603.179 266.590 M | 180.00000 47986.20| 211.25000 56317.14|
450 MM CULVERT PIPE OPTION III | | |
0260 603.191 2.000 M | 250.00000 500.00| 506.25000 1012.50|
600 MM CORRUGATED METAL PIPE | | |
0270 603.199 374.100 M | 250.00000 93525.00| 265.31000 99252.47|
600 MM CULVERT PIPE OPTION III | | |
0280 603.201 4.000 M | 350.00000 1400.00| 531.25000 2125.00|
750 MM CORRUGATED METAL PIPE | | |
0290 603.219 48.500 M | 320.00000 15520.00| 281.25000 13640.63|
900 MM CULVERT PIPE OPTION III | | |
0300 603.239 42.500 M | 380.00000 16150.00| 464.70000 19749.75|
1200 MM CULVERT PIPE OPTION III | | |
LETTING DATE : 04/10/02 MAINE DEPARTMENT OF TRANSPORTATION DATE : 12/10/02
PAGE : 3
LOCATION : ORIENT TABULATION OF BIDS
AMITY
CARY PLT CONTRACT ID : 010569.00
=========
====================================================================================================================================
|( 1 ) 000022 |( 2 ) 001576 |( )
|THE LANE CONSTRUCTION CORP. |THE MILLER GROUP, INC. |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0310 603.381 21.900 M | 1300.00000 28470.00| 1325.00000 29017.50|
1800 MM SPAN 1200 MM RISE PIPE ARCH | | |
OPTION III | | |
0320 605.09 229.000 M | 65.00000 14885.00| 67.50000 15457.50|
150 MM UNDERDRAIN TYPE B | | |
0330 606.17 2846.070 M | 30.00000 85382.10| 40.60000 115550.44|
GUARDRAIL TYPE 3B - SINGLE RAIL | | |
0340 606.22 22.860 M | 37.00000 845.82| 47.50000 1085.85|
GUARDRAIL TYPE 3B - OVER 4.5 M RADIUS | | |
0350 606.265 3.000 EA | 30.00000 90.00| 37.50000 112.50|
TERMINAL END - SINGLE RAIL - GALVANIZED | | |
STEEL | | |
0360 606.35 89.000 EA | 25.00000 2225.00| 31.25000 2781.25|
GUARDRAIL DELINEATOR POST | | |
0370 606.74 15.240 M | 126.50000 1927.86| 375.00000 5715.00|
GUARDRAIL TYPE 3 - SINGLE RAIL BRIDGE | | |
MOUNTED | | |
0380 606.752 37.000 EA | 900.00000 33300.00| 1000.00000 37000.00|
WIDEN SHOULDER FOR MODIFIED ECCENTRIC | | |
LOADER TERMINAL | | |
0390 606.76 37.000 EA | 1200.00000 44400.00| 1375.00000 50875.00|
MODIFIED ECCENTRIC LOADER TERMINAL | | |
0400 609.31 150.000 M | 19.00000 2850.00| 31.25000 4687.50|
CURB TYPE 3 | | |
0410 610.08 200.000 M3 | 35.00000 7000.00| 56.25000 11250.00|
PLAIN RIPRAP | | |
0420 610.18 310.000 M3 | 30.00000 9300.00| 31.25000 9687.50|
STONE DITCH PROTECTION | | |
0430 613.319 16730.000 M2 | 2.00000 33460.00| 2.75000 46007.50|
EROSION CONTROL BLANKET | | |
0440 615.07 200.000 M3 | 20.00000 4000.00| 24.40000 4880.00|
LOAM | | |
0450 618.1401 2024.000 UN | 17.50000 35420.00| 18.70000 37848.80|
SEEDING METHOD NUMBER 2 - PLAN QUANTITY | | |
0460 619.1201 2024.000 UN | 11.00000 22264.00| 8.45000 17102.80|
MULCH - PLAN QUANTITY | | |
0470 620.54 666.000 M2 | 3.90000 2597.40| 2.50000 1665.00|
STABILIZATION GEOTEXTILE | | |
0480 620.58 1740.000 M2 | 3.80000 6612.00| 2.50000 4350.00|
EROSION CONTROL GEOTEXTILE | | |
0490 627.76 LUMP| 15000.00000 15000.00| 5625.00000 5625.00|
TEMPORARY PAVEMENT MARKING LINE, WHITE | | |
OR YELLOW | | |
LETTING DATE : 04/10/02 MAINE DEPARTMENT OF TRANSPORTATION DATE : 12/10/02
PAGE : 4
LOCATION : ORIENT TABULATION OF BIDS
AMITY
CARY PLT CONTRACT ID : 010569.00
=========
====================================================================================================================================
|( 1 ) 000022 |( 2 ) 001576 |( )
|THE LANE CONSTRUCTION CORP. |THE MILLER GROUP, INC. |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0500 629.05 50.000 MH | 22.00000 1100.00| 31.25000 1562.50|
HAND LABOR, STRAIGHT TIME | | |
0510 631.10 10.000 HR | 40.00000 400.00| 31.25000 312.50|
AIR COMPRESSOR (INCLUDING OPERATOR) | | |
0520 631.11 10.000 HR | 35.00000 350.00| 31.25000 312.50|
AIR TOOL (INCLUDING OPERATOR) | | |
0530 631.12 20.000 HR | 100.00000 2000.00| 112.50000 2250.00|
ALL PURPOSE EXCAVATOR (INCLUDING | | |
OPERATOR) | | |
0540 631.132 10.000 HR | 70.00000 700.00| 75.00000 750.00|
SMALL BULLDOZER (INCLUDING OPERATOR) | | |
0550 631.14 10.000 HR | 80.00000 800.00| 125.00000 1250.00|
GRADER (INCLUDING OPERATOR) | | |
0560 631.172 20.000 HR | 50.00000 1000.00| 56.25000 1125.00|
TRUCK - LARGE (INCLUDING OPERATOR) | | |
0570 631.18 40.000 HR | 35.00000 1400.00| 37.50000 1500.00|
CHAIN SAW RENTAL (INCLUDING OPERATOR) | | |
0580 631.32 30.000 HR | 110.00000 3300.00| 137.50000 4125.00|
CULVERT CLEANER (INCLUDING OPERATOR) | | |
0590 639.18 1.000 EA | 6000.00000 6000.00| 5000.00000 5000.00|
FIELD OFFICE TYPE A | | |
0600 639.21 LUMP| 7800.00000 7800.00| 6250.00000 6250.00|
TESTING FACILITIES SOILS | | |
0610 652.31 78.000 EA | 50.00000 3900.00| 37.50000 2925.00|
TYPE I BARRICADE | | |
0620 652.33 78.000 EA | 50.00000 3900.00| 43.75000 3412.50|
DRUM | | |
0630 652.34 95.000 EA | 30.00000 2850.00| 22.50000 2137.50|
CONE | | |
0640 652.35 210.000 M2 | 150.00000 31500.00| 112.50000 23625.00|
CONSTRUCTION SIGNS | | |
0650 652.36 180.000 CD | 150.00000 27000.00| 187.50000 33750.00|
MAINTENANCE OF TRAFFIC CONTROL DEVICES | | |
0660 652.38 6200.000 MH | 15.00000 93000.00| 18.75000 116250.00|
FLAGGER | | |
0670 656.75 LUMP| 60000.00000 60000.00| 37500.00000 37500.00|
TEMPORARY SOIL EROSION AND WATER | | |
POLLUTION CONTROL | | |
0680 659.10 LUMP| 80000.00000 80000.00| 102000.00000 102000.00|
MOBILIZATION | | |
0690 660.21 2000.000 MH | 1.00000 2000.00| 5.00000 10000.00|
ON-THE-JOB TRAINING (BID) | | |
SECTION TOTALS | $ 3,982,286.18| $ 4,275,061.46| $ 0.00
------------------------------------------+----------------------------+----------------------------+-------------------------------
CONTRACT TOTALS | $ 3,982,286.18| $ 4,275,061.46| $
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