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LETTING DATE : 04/04/01 MAINE DEPARTMENT OF TRANSPORTATION DATE : 12/05/01
PAGE : 1
LOCATION : ANSON TABULATION OF BIDS
CONTRACT ID : 009077.00
=========
COMPLETION DATE : 01/01/01
PROJECT(S): STP-9077(00)X COUNTIE(S) : SOMERSET 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 000059 PIKE INDUSTRIES, INC. $ 881,827.39 100.0000%
2 000855 BRIDGECORP $ 924,397.16 104.8274%
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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 202.203 350.000 M2 | 30.00000 10500.00| 18.00000 6300.00|
PAVEMENT BUTT JOINTS | | |
0020 203.202 700.000 M | 9.00000 6300.00| 8.50000 5950.00|
INSLOPE EXCAVATION | | |
0030 203.203 1700.000 M | 10.00000 17000.00| 9.50000 16150.00|
DITCH EXCAVATION | | |
0040 204.41 16200.000 M2 | 4.00000 64800.00| 5.00000 81000.00|
REHABILITATION OF EXISTING SHOULDERS, | | |
PLAN QUANTITY | | |
0050 206.061 20.000 M3 | 15.00000 300.00| 10.00000 200.00|
STRUCTURAL EARTH EXCAVATION - DRAINAGE | | |
AND MINOR STRUCTURES, BELOW GRADE | | |
0060 304.103 25.000 M3 | 16.00000 400.00| 15.00000 375.00|
AGGREGATE SUBBASE - GRAVEL (TRUCK | | |
MEASURE) | | |
0070 403.209 300.000 MG | 80.00000 24000.00| 100.00000 30000.00|
HOT MIX ASPHALT 9.5 MM(SIDEWALKS,DRIVES | | |
INCIDENTAL ) | | |
0080 403.210 5000.000 MG | 36.00000 180000.00| 38.00000 190000.00|
HOT MIX ASPHALT 9.5 MM NOMINAL MAX SIZE | | |
0090 403.211 4250.000 MG | 36.00000 153000.00| 40.00000 170000.00|
HOT MIX ASPHALT (SHIM) | | |
0100 409.15 4000.000 L | 1.50000 6000.00| 1.00000 4000.00|
BITUMINOUS TACK COAT APPLIED | | |
LETTING DATE : 04/04/01 MAINE DEPARTMENT OF TRANSPORTATION DATE : 12/05/01
PAGE : 2
LOCATION : ANSON TABULATION OF BIDS
CONTRACT ID : 009077.00
=========
====================================================================================================================================
|( 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 411.10 250.000 M3 | 70.00000 17500.00| 65.00000 16250.00|
UNTREATED AGGREGATE SURFACE COURSE | | |
(TRUCK MEASURE) | | |
0120 603.16 60.000 M | 95.00000 5700.00| 90.00000 5400.00|
375 MM CULVERT PIPE OPTION I | | |
0130 603.17 30.000 M | 120.00000 3600.00| 110.00000 3300.00|
450 MM CULVERT PIPE OPTION I | | |
0140 603.73 30.000 M | 20.00000 600.00| 15.00000 450.00|
REMOVE AND RELAY METAL PIPE | | |
0150 604.167 8.000 EA | 425.00000 3400.00| 400.00000 3200.00|
ALTER CATCH BASIN GRATE TO CASCADE | | |
0160 604.18 7.000 EA | 250.00000 1750.00| 200.00000 1400.00|
ADJUSTING MANHOLE OR CATCH BASIN TO | | |
GRADE | | |
0170 606.17 765.810 M | 28.75000 22017.04| 33.00000 25271.73|
GUARDRAIL TYPE 3B - SINGLE RAIL | | |
0180 606.21 30.480 M | 35.75000 1089.66| 40.00000 1219.20|
GUARDRAIL TYPE 3B - 4.5 M RADIUS OR LES | | |
0190 606.22 30.480 M | 35.75000 1089.66| 40.00000 1219.20|
GUARDRAIL TYPE 3B - OVER 4.5 M RADIUS | | |
0200 606.265 8.000 EA | 28.00000 224.00| 30.00000 240.00|
TERMINAL END - SINGLE RAIL - GALVANIZED | | |
STEEL | | |
0210 606.35 38.000 EA | 25.00000 950.00| 28.00000 1064.00|
GUARDRAIL DELINEATOR POST | | |
0220 606.362 1908.810 M | 2.75000 5249.23| 3.00000 5726.43|
GUARDRAIL ADJUSTED | | |
0230 606.47 15.000 EA | 30.00000 450.00| 28.00000 420.00|
SINGLE WOOD POST | | |
0240 606.752 10.000 EA | 1100.00000 11000.00| 1000.00000 10000.00|
WIDEN SHOULDER FOR MODIFIED ECCENTRIC | | |
LOADER TERMINAL | | |
0250 606.76 10.000 EA | 1100.00000 11000.00| 1100.00000 11000.00|
MODIFIED ECCENTRIC LOADER TERMINAL | | |
0260 609.31 100.000 M | 18.00000 1800.00| 16.50000 1650.00|
CURB TYPE 3 | | |
0270 610.08 25.000 M3 | 70.00000 1750.00| 65.00000 1625.00|
PLAIN RIPRAP | | |
0280 610.16 2157.000 M3 | 70.00000 150990.00| 66.00000 142362.00|
HEAVY RIPRAP | | |
0290 613.319 2100.000 M2 | 1.80000 3780.00| 1.75000 3675.00|
TEMPORARY EROSION CONTROL BLANKET | | |
LETTING DATE : 04/04/01 MAINE DEPARTMENT OF TRANSPORTATION DATE : 12/05/01
PAGE : 3
LOCATION : ANSON TABULATION OF BIDS
CONTRACT ID : 009077.00
=========
====================================================================================================================================
|( 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 618.1401 150.000 UN | 14.00000 2100.00| 20.00000 3000.00|
SEEDING METHOD NUMBER 2 - PLAN QUANTITY | | |
0310 619.1201 150.000 UN | 8.00000 1200.00| 15.00000 2250.00|
MULCH - PLAN QUANTITY | | |
0320 620.58 3700.000 M2 | 2.50000 9250.00| 2.00000 7400.00|
EROSION CONTROL GEOTEXTILE | | |
0330 627.76 LUMP| 3500.00000 3500.00| 7800.00000 7800.00|
TEMPORARY PAVEMENT MARKING LINE, WHITE | | |
OR YELLOW | | |
0340 629.05 25.000 MH | 25.00000 625.00| 22.00000 550.00|
HAND LABOR, STRAIGHT TIME | | |
0350 631.12 40.000 HR | 100.00000 4000.00| 90.00000 3600.00|
ALL PURPOSE EXCAVATOR (INCLUDING | | |
OPERATOR) | | |
0360 631.14 15.000 HR | 100.00000 1500.00| 90.00000 1350.00|
GRADER (INCLUDING OPERATOR) | | |
0370 631.172 40.000 HR | 50.00000 2000.00| 50.00000 2000.00|
TRUCK - LARGE (INCLUDING OPERATOR) | | |
0380 631.18 25.000 HR | 35.00000 875.00| 25.00000 625.00|
CHAIN SAW RENTAL (INCLUDING OPERATOR) | | |
0390 631.32 70.000 HR | 50.00000 3500.00| 50.00000 3500.00|
CULVERT CLEANER (INCLUDING OPERATOR) | | |
0400 639.19 1.000 EA | 4500.00000 4500.00| 4500.00000 4500.00|
FIELD OFFICE TYPE B | | |
0410 652.31 10.000 EA | 65.00000 650.00| 60.00000 600.00|
TYPE I BARRICADE | | |
0420 652.33 50.000 EA | 55.00000 2750.00| 65.00000 3250.00|
DRUM | | |
0430 652.34 100.000 EA | 15.00000 1500.00| 17.00000 1700.00|
CONE | | |
0440 652.35 80.540 M2 | 70.00000 5637.80| 90.00000 7248.60|
CONSTRUCTION SIGNS | | |
0450 652.36 66.000 CD | 175.00000 11550.00| 36.00000 2376.00|
MAINTENANCE OF TRAFFIC CONTROL DEVICES | | |
0460 652.38 1600.000 MH | 15.00000 24000.00| 12.00000 19200.00|
FLAGGER | | |
0470 656.75 LUMP| 22750.00000 22750.00| 12000.00000 12000.00|
TEMPORARY SOIL EROSION AND WATER | | |
POLLUTION CONTROL | | |
0480 659.10 LUMP| 73700.00000 73700.00| 102000.00000 102000.00|
MOBILIZATION | | |
SECTION TOTALS | $ 881,827.39| $ 924,397.16| $ 0.00
------------------------------------------+----------------------------+----------------------------+-------------------------------
CONTRACT TOTALS | $ 881,827.39| $ 924,397.16| $
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