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LETTING DATE : 02/20/02 MAINE DEPARTMENT OF TRANSPORTATION DATE : 07/10/02
PAGE : 1
LOCATION : TABULATION OF BIDS
CONTRACT ID : 008794.00 COMPLETION DATE : 08/31/02
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PROJECT(S): 008794.00 COUNTIE(S) : KENNEBEC MAINE STATE DEPARTMENT OF TRANSPORTATION
STP-1061(700)X
A TRUE COPY : __________________________
TITLE : __________________________
ATTEST : ____________________________ CONTRACT DESCRIPTION : AIRPORT MILL AND FILL NOTARY PUBLIC
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TOTAL % OVER
RANK VENDOR NO./NAME BID LOW BID
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1 000059 PIKE INDUSTRIES, INC. $ 1,546,465.88 100.0000%
2 000855 BRIDGECORP $ 1,669,676.57 107.9672%
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|( 1 ) 000059 |( 2 ) 000855 |( )
|PIKE INDUSTRIES, INC. |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 20200.000 M2 | 1.80000 36360.00| 2.00000 40400.00|
REMOVING PAVEMENT SURFACE | | |
0020 202.203 1500.000 M2 | 21.00000 31500.00| 12.00000 18000.00|
PAVEMENT BUTT JOINTS | | |
0030 203.2021 8925.000 M | 7.50000 66937.50| 12.00000 107100.00|
INSLOPE REHABILITATION | | |
0040 203.203 6970.000 M | 9.00000 62730.00| 12.00000 83640.00|
DITCH EXCAVATION | | |
0050 304.103 400.000 M3 | 25.00000 10000.00| 11.00000 4400.00|
AGGREGATE SUBBASE - GRAVEL (TRUCK | | |
MEASURE) | | |
0060 307.32 5970.000 M2 | 2.50000 14925.00| 3.00000 17910.00|
COLD IN-PLACE RECYCLED MATERIAL | | |
(UNTREATED) TRAVELWAY | | |
0070 307.33 2520.000 M2 | 3.50000 8820.00| 3.00000 7560.00|
COLD IN-PLACE RECYCLED MATERIAL | | |
(UNTREATED) SHOULDER | | |
0080 403.102 100.000 MG | 146.00000 14600.00| 150.00000 15000.00|
HOT MIX ASPHALT PAVEMENT - SPECIAL AREA | | |
0090 403.209 445.000 MG | 81.50000 36267.50| 125.00000 55625.00|
HOT MIX ASPHALT 9.5 MM(SIDEWALKS,DRIVES | | |
INCIDENTAL ) | | |
0100 403.210 11850.000 MG | 37.80000 447930.00| 37.00000 438450.00|
HOT MIX ASPHALT 9.5 MM NOMINAL MAX SIZE | | |
LETTING DATE : 02/20/02 MAINE DEPARTMENT OF TRANSPORTATION DATE : 07/10/02
PAGE : 2
LOCATION : TABULATION OF BIDS
CONTRACT ID : 008794.00
=========
====================================================================================================================================
|( 1 ) 000059 |( 2 ) 000855 |( )
|PIKE INDUSTRIES, INC. |BRIDGECORP |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0110 403.211 6775.000 MG | 36.05000 244238.75| 37.00000 250675.00|
HOT MIX ASPHALT (SHIM) | | |
0120 403.213 1780.000 MG | 43.95000 78231.00| 45.00000 80100.00|
HOT MIX ASPHALT 12.5 MM NOMINAL MAX | | |
SIZE - BASE | | |
0130 409.15 27850.000 L | 0.91000 25343.50| 1.50000 41775.00|
BITUMINOUS TACK COAT APPLIED | | |
0140 411.10 225.000 M3 | 50.00000 11250.00| 65.00000 14625.00|
UNTREATED AGGREGATE SURFACE COURSE | | |
(TRUCK MEASURE) | | |
0150 424.32 2500.000 L | 2.50000 6250.00| 3.00000 7500.00|
ASPHALT RUBBER CRACK SEALER, APPLIED | | |
0160 603.16 200.000 M | 85.00000 17000.00| 55.00000 11000.00|
375 MM CULVERT PIPE OPTION I | | |
0170 603.17 237.000 M | 90.00000 21330.00| 70.00000 16590.00|
450 MM CULVERT PIPE OPTION I | | |
0180 603.179 10.000 M | 500.00000 5000.00| 380.00000 3800.00|
450 MM CULVERT PIPE OPTION III | | |
0190 603.19 15.240 M | 100.00000 1524.00| 110.00000 1676.40|
600 MM CULVERT PIPE OPTION I | | |
0200 603.199 100.500 M | 200.00000 20100.00| 350.00000 35175.00|
600 MM CULVERT PIPE OPTION III | | |
0210 603.7418 2.400 M | 500.00000 1200.00| 460.00000 1104.00|
REMOVE AND RELAY 450 MM CONCRETE PIPE | | |
0220 603.7424 4.800 M | 500.00000 2400.00| 500.00000 2400.00|
REMOVE AND RELAY 600 MM CONCRETE PIPE | | |
0230 604.092 1.000 EA | 2000.00000 2000.00| 2300.00000 2300.00|
CATCH BASIN TYPE B1-C | | |
0240 604.18 6.000 EA | 250.00000 1500.00| 400.00000 2400.00|
ADJUSTING MANHOLE OR CATCH BASIN TO | | |
GRADE | | |
0250 605.09 80.000 M | 75.00000 6000.00| 65.00000 5200.00|
150 MM UNDERDRAIN TYPE B | | |
0260 605.10 40.000 M | 100.00000 4000.00| 70.00000 2800.00|
150 MM UNDERDRAIN OUTLET | | |
0270 606.17 407.670 M | 29.53000 12038.50| 31.00000 12637.77|
GUARDRAIL TYPE 3B - SINGLE RAIL | | |
0280 606.21 7.600 M | 39.48000 300.05| 34.00000 258.40|
GUARDRAIL TYPE 3B - 4.5 M RADIUS OR LES | | |
0290 606.35 40.000 EA | 35.00000 1400.00| 25.00000 1000.00|
GUARDRAIL DELINEATOR POST | | |
LETTING DATE : 02/20/02 MAINE DEPARTMENT OF TRANSPORTATION DATE : 07/10/02
PAGE : 3
LOCATION : TABULATION OF BIDS
CONTRACT ID : 008794.00
=========
====================================================================================================================================
|( 1 ) 000059 |( 2 ) 000855 |( )
|PIKE INDUSTRIES, INC. |BRIDGECORP |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0300 606.752 7.000 EA | 900.00000 6300.00| 1200.00000 8400.00|
WIDEN SHOULDER FOR MODIFIED ECCENTRIC | | |
LOADER TERMINAL | | |
0310 606.76 7.000 EA | 1100.00000 7700.00| 1400.00000 9800.00|
MODIFIED ECCENTRIC LOADER TERMINAL | | |
0320 609.31 1280.000 M | 13.04000 16691.20| 18.00000 23040.00|
CURB TYPE 3 | | |
0330 610.08 65.000 M3 | 75.00000 4875.00| 100.00000 6500.00|
PLAIN RIPRAP | | |
0340 610.18 550.000 M3 | 60.00000 33000.00| 70.00000 38500.00|
STONE DITCH PROTECTION | | |
0350 613.319 13730.000 M2 | 1.40000 19222.00| 2.50000 34325.00|
EROSION CONTROL BLANKET | | |
0360 618.1401 550.000 UN | 11.65000 6407.50| 18.50000 10175.00|
SEEDING METHOD NUMBER 2 - PLAN QUANTITY | | |
0370 619.1201 550.000 UN | 1.65000 907.50| 10.00000 5500.00|
MULCH - PLAN QUANTITY | | |
0380 620.58 1980.000 M2 | 1.50000 2970.00| 4.50000 8910.00|
EROSION CONTROL GEOTEXTILE | | |
0390 627.75 100.000 M2 | 16.15000 1615.00| 17.00000 1700.00|
WHITE OR YELLOW PAVEMENT AND CURB | | |
MARKING | | |
0400 627.76 LUMP| 2500.00000 2500.00| 4000.00000 4000.00|
TEMPORARY PAVEMENT MARKING LINE, WHITE | | |
OR YELLOW | | |
0410 629.05 50.000 MH | 22.00000 1100.00| 20.00000 1000.00|
HAND LABOR, STRAIGHT TIME | | |
0420 631.12 75.000 HR | 75.59000 5669.25| 95.00000 7125.00|
ALL PURPOSE EXCAVATOR (INCLUDING | | |
OPERATOR) | | |
0430 631.172 150.000 HR | 43.50000 6525.00| 45.00000 6750.00|
TRUCK - LARGE (INCLUDING OPERATOR) | | |
0440 631.18 25.000 HR | 39.31000 982.75| 25.00000 625.00|
CHAIN SAW RENTAL (INCLUDING OPERATOR) | | |
0450 631.32 50.000 HR | 175.00000 8750.00| 200.00000 10000.00|
CULVERT CLEANER (INCLUDING OPERATOR) | | |
0460 639.18 1.000 EA | 5000.00000 5000.00| 7000.00000 7000.00|
FIELD OFFICE TYPE A | | |
0470 652.33 50.000 EA | 50.00000 2500.00| 65.00000 3250.00|
DRUM | | |
0480 652.34 150.000 EA | 15.00000 2250.00| 20.00000 3000.00|
CONE | | |
LETTING DATE : 02/20/02 MAINE DEPARTMENT OF TRANSPORTATION DATE : 07/10/02
PAGE : 4
LOCATION : TABULATION OF BIDS
CONTRACT ID : 008794.00
=========
====================================================================================================================================
|( 1 ) 000059 |( 2 ) 000855 |( )
|PIKE INDUSTRIES, INC. |BRIDGECORP |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0490 652.35 125.000 M2 | 37.00000 4625.00| 65.00000 8125.00|
CONSTRUCTION SIGNS | | |
0500 652.36 139.000 CD | 373.92000 51974.88| 50.00000 6950.00|
MAINTENANCE OF TRAFFIC CONTROL DEVICES | | |
0510 652.38 4200.000 MH | 15.00000 63000.00| 7.00000 29400.00|
FLAGGER | | |
0520 656.75 LUMP| 17500.00000 17500.00| 5000.00000 5000.00|
TEMPORARY SOIL EROSION AND WATER | | |
POLLUTION CONTROL | | |
0530 658.20 350.000 M2 | 9.50000 3325.00| 10.00000 3500.00|
ACRYLIC LATEX COLOR FINISH, GREEN | | |
0540 659.10 LUMP| 79900.00000 79900.00| 146000.00000 146000.00|
MOBILIZATION | | |
SECTION TOTALS | $ 1,546,465.88| $ 1,669,676.57| $ 0.00
------------------------------------------+----------------------------+----------------------------+-------------------------------
CONTRACT TOTALS | $ 1,546,465.88| $ 1,669,676.57| $
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