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LETTING DATE : 05/01/02 MAINE DEPARTMENT OF TRANSPORTATION DATE : 12/10/02
PAGE : 1
LOCATION : TABULATION OF BIDS
CONTRACT ID : 010653.00 COMPLETION DATE : 08/31/02
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PROJECT(S): STP-1065(300)X COUNTIE(S) : KNOX MAINE STATE DEPARTMENT OF TRANSPORTATION
A TRUE COPY : __________________________
TITLE : __________________________
ATTEST : ____________________________ CONTRACT DESCRIPTION : LEVEL 2 OVERLAY NOTARY PUBLIC
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TOTAL % OVER
RANK VENDOR NO./NAME BID LOW BID
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1 000050 MARRINERS, INC. $ 1,036,811.90 100.0000%
2 000022 THE LANE CONSTRUCTION CORP. $ 1,056,706.00 101.9188%
3 000855 BRIDGECORP $ 1,193,774.50 115.1390%
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|( 1 ) 000050 |( 2 ) 000022 |( 3 ) 000855
|MARRINERS, INC. |THE LANE CONSTRUCTION CORP. |BRIDGECORP
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0001 HIGHWAY ITEMS
| | |
0010 202.202 80.000 M2 | 8.00000 640.00| 30.00000 2400.00| 28.00000 2240.00
REMOVING PAVEMENT SURFACE | | |
0020 202.203 362.000 M2 | 12.00000 4344.00| 14.00000 5068.00| 32.00000 11584.00
PAVEMENT BUTT JOINTS | | |
0030 203.202 3750.000 M | 8.00000 30000.00| 8.00000 30000.00| 11.00000 41250.00
INSLOPE EXCAVATION | | |
0040 203.203 6655.000 M | 8.00000 53240.00| 9.00000 59895.00| 13.00000 86515.00
DITCH EXCAVATION | | |
0050 206.07 100.000 M3 | 125.00000 12500.00| 150.00000 15000.00| 125.00000 12500.00
STRUCTURAL ROCK EXCAVATION - DRAINAGE | | |
AND MINOR STRUCTURES | | |
0060 304.10 2772.000 M3 | 16.30000 45183.60| 22.00000 60984.00| 25.00000 69300.00
AGGREGATE SUBBASE COURSE - GRAVEL | | |
0070 307.32 17970.000 M2 | 2.00000 35940.00| 2.70000 48519.00| 3.50000 62895.00
COLD IN-PLACE RECYCLED MATERIAL | | |
(UNTREATED) TRAVELWAY | | |
0080 307.33 9760.000 M2 | 2.00000 19520.00| 2.60000 25376.00| 2.90000 28304.00
COLD IN-PLACE RECYCLED MATERIAL | | |
(UNTREATED) SHOULDER | | |
0090 403.207 3110.000 MG | 46.00000 143060.00| 41.75000 129842.50| 41.75000 129842.50
HOT MIX ASPHALT 19.0 MM NOMINAL MAX SIZ | | |
0100 403.209 85.000 MG | 100.00000 8500.00| 85.00000 7225.00| 120.00000 10200.00
HOT MIX ASPHALT 9.5 MM(SIDEWALKS,DRIVES | | |
INCIDENTAL ) | | |
LETTING DATE : 05/01/02 MAINE DEPARTMENT OF TRANSPORTATION DATE : 12/10/02
PAGE : 2
LOCATION : TABULATION OF BIDS
CONTRACT ID : 010653.00
=========
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|( 1 ) 000050 |( 2 ) 000022 |( 3 ) 000855
|MARRINERS, INC. |THE LANE CONSTRUCTION CORP. |BRIDGECORP
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0110 403.210 4650.000 MG | 38.80000 180420.00| 42.10000 195765.00| 42.10000 195765.00
HOT MIX ASPHALT 9.5 MM NOMINAL MAX SIZE | | |
0120 403.211 3090.000 MG | 38.50000 118965.00| 42.10000 130089.00| 42.10000 130089.00
HOT MIX ASPHALT (SHIM) | | |
0130 409.15 6580.000 L | 1.30000 8554.00| 1.25000 8225.00| 1.50000 9870.00
BITUMINOUS TACK COAT APPLIED | | |
0140 411.10 770.000 M3 | 35.00000 26950.00| 35.00000 26950.00| 35.00000 26950.00
UNTREATED AGGREGATE SURFACE COURSE | | |
(TRUCK MEASURE) | | |
0150 603.16 160.000 M | 120.00000 19200.00| 110.00000 17600.00| 60.00000 9600.00
375 MM CULVERT PIPE OPTION I | | |
0160 603.175 80.000 M | 175.00000 14000.00| 265.00000 21200.00| 185.00000 14800.00
450 MM RCP CLASS III | | |
0170 604.161 1.000 EA | 600.00000 600.00| 600.00000 600.00| 620.00000 620.00
ALTERING CATCH BASIN | | |
0180 604.182 1.000 EA | 300.00000 300.00| 200.00000 200.00| 350.00000 350.00
CLEAN EXISTING CATCH BASIN AND MANHOLE | | |
0190 605.09 400.000 M | 83.00000 33200.00| 87.00000 34800.00| 100.00000 40000.00
150 MM UNDERDRAIN TYPE B | | |
0200 605.10 20.000 M | 60.00000 1200.00| 87.00000 1740.00| 60.00000 1200.00
150 MM UNDERDRAIN OUTLET | | |
0210 606.17 217.000 M | 33.30000 7226.10| 32.50000 7052.50| 40.00000 8680.00
GUARDRAIL TYPE 3B - SINGLE RAIL | | |
0220 606.1722 4.000 EA | 800.00000 3200.00| 875.00000 3500.00| 1000.00000 4000.00
BRIDGE TRANSITION - TYPE 2 | | |
0230 606.35 8.000 EA | 30.00000 240.00| 35.00000 280.00| 45.00000 360.00
GUARDRAIL DELINEATOR POST | | |
0240 606.351 10.000 EA | 10.00000 100.00| 12.00000 120.00| 12.00000 120.00
REMOVE AND RESET GUARDRAIL DELINEATOR | | |
POSTS | | |
0250 606.47 10.000 EA | 35.00000 350.00| 30.00000 300.00| 35.00000 350.00
SINGLE WOOD POST | | |
0260 606.752 10.000 EA | 990.00000 9900.00| 1100.00000 11000.00| 1000.00000 10000.00
WIDEN SHOULDER FOR MODIFIED ECCENTRIC | | |
LOADER TERMINAL | | |
0270 606.76 10.000 EA | 1500.00000 15000.00| 1275.00000 12750.00| 1500.00000 15000.00
MODIFIED ECCENTRIC LOADER TERMINAL | | |
0280 609.31 220.000 M | 15.50000 3410.00| 16.00000 3520.00| 25.00000 5500.00
CURB TYPE 3 | | |
0290 613.319 8430.000 M2 | 1.70000 14331.00| 2.00000 16860.00| 1.50000 12645.00
EROSION CONTROL BLANKET | | |
LETTING DATE : 05/01/02 MAINE DEPARTMENT OF TRANSPORTATION DATE : 12/10/02
PAGE : 3
LOCATION : TABULATION OF BIDS
CONTRACT ID : 010653.00
=========
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|( 1 ) 000050 |( 2 ) 000022 |( 3 ) 000855
|MARRINERS, INC. |THE LANE CONSTRUCTION CORP. |BRIDGECORP
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0300 618.1401 340.000 UN | 13.25000 4505.00| 15.00000 5100.00| 25.00000 8500.00
SEEDING METHOD NUMBER 2 - PLAN QUANTITY | | |
0310 619.1201 340.000 UN | 7.20000 2448.00| 8.00000 2720.00| 12.00000 4080.00
MULCH - PLAN QUANTITY | | |
0320 627.75 40.000 M2 | 32.28000 1291.20| 55.00000 2200.00| 22.00000 880.00
WHITE OR YELLOW PAVEMENT AND CURB | | |
MARKING | | |
0330 627.76 LUMP| 8000.00000 8000.00| 5000.00000 5000.00| 3000.00000 3000.00
TEMPORARY PAVEMENT MARKING LINE, WHITE | | |
OR YELLOW | | |
0340 629.05 20.000 MH | 21.00000 420.00| 25.00000 500.00| 18.00000 360.00
HAND LABOR, STRAIGHT TIME | | |
0350 631.12 40.000 HR | 105.00000 4200.00| 85.00000 3400.00| 65.00000 2600.00
ALL PURPOSE EXCAVATOR (INCLUDING | | |
OPERATOR) | | |
0360 631.14 10.000 HR | 85.00000 850.00| 80.00000 800.00| 80.00000 800.00
GRADER (INCLUDING OPERATOR) | | |
0370 631.172 80.000 HR | 41.80000 3344.00| 45.00000 3600.00| 25.00000 2000.00
TRUCK - LARGE (INCLUDING OPERATOR) | | |
0380 631.32 25.000 HR | 150.00000 3750.00| 100.00000 2500.00| 80.00000 2000.00
CULVERT CLEANER (INCLUDING OPERATOR) | | |
0390 639.19 1.000 EA | 4000.00000 4000.00| 5000.00000 5000.00| 4500.00000 4500.00
FIELD OFFICE TYPE B | | |
0400 652.31 10.000 EA | 43.00000 430.00| 50.00000 500.00| 65.00000 650.00
TYPE I BARRICADE | | |
0410 652.33 75.000 EA | 45.00000 3375.00| 40.00000 3000.00| 65.00000 4875.00
DRUM | | |
0420 652.34 100.000 EA | 20.00000 2000.00| 20.00000 2000.00| 18.00000 1800.00
CONE | | |
0430 652.35 140.000 M2 | 90.00000 12600.00| 100.00000 14000.00| 80.00000 11200.00
CONSTRUCTION SIGNS | | |
0440 652.36 95.000 CD | 120.00000 11400.00| 120.00000 11400.00| 125.00000 11875.00
MAINTENANCE OF TRAFFIC CONTROL DEVICES | | |
0450 652.38 2875.000 MH | 15.00000 43125.00| 15.00000 43125.00| 15.00000 43125.00
FLAGGER | | |
0460 656.75 LUMP| 15000.00000 15000.00| 15000.00000 15000.00| 10000.00000 10000.00
TEMPORARY SOIL EROSION AND WATER | | |
POLLUTION CONTROL | | |
0470 659.10 LUMP| 106000.00000 106000.00| 60000.00000 60000.00| 141000.00000 141000.00
MOBILIZATION | | |
SECTION TOTALS | $ 1,036,811.90| $ 1,056,706.00| $ 1,193,774.50
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CONTRACT TOTALS | $ 1,036,811.90| $ 1,056,706.00| $ 1,193,774.50
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