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LETTING DATE : 02/14/01 MAINE DEPARTMENT OF TRANSPORTATION DATE : 12/05/01
PAGE : 1
LOCATION : NEW SHARON TABULATION OF BIDS
CONTRACT ID : 009142.00
=========
COMPLETION DATE : 11/10/01
PROJECT(S): STP-9142(00)X COUNTIE(S) : FRANKLIN MAINE STATE DEPTARTMENT OF TRANSPORTATION
A TRUE COPY : __________________________
TITLE : __________________________
CONTRACT DESCRIPTION : LEVEL 2 RESURFACING ATTEST : _______________________________
NOTARY PUBLIC
--------------------------------------------------------------------------------------------------------------------------
TOTAL % OVER
RANK VENDOR NO./NAME BID LOW BID
--------------------------------------------------------------------------------------------------------------------------
1 000059 PIKE INDUSTRIES, INC. $ 696,093.35 100.0000%
2 000014 FARRIN BROS. & SMITH, INC. $ 723,794.45 103.9795%
3 000272 A & V CONSTRUCTION, CORP. $ 728,309.75 104.6282%
4 000855 BRIDGECORP $ 816,484.35 117.2952%
====================================================================================================================================
|( 1 ) 000059 |( 2 ) 000014 |( 3 ) 000272
|PIKE INDUSTRIES, INC. |FARRIN BROS. & SMITH, INC. |A & V CONSTRUCTION, CORP.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0001 HIGHWAY ITEMS
| | |
0010 202.203 300.000 M2 | 25.00000 7500.00| 10.25000 3075.00| 30.00000 9000.00
PAVEMENT BUTT JOINTS | | |
0020 203.202 3780.000 M | 7.00000 26460.00| 7.50000 28350.00| 7.50000 28350.00
INSLOPE EXCAVATION | | |
0030 203.203 2660.000 M | 9.00000 23940.00| 9.50000 25270.00| 10.00000 26600.00
DITCH EXCAVATION | | |
0040 203.204 970.000 M | 30.00000 29100.00| 25.00000 24250.00| 25.00000 24250.00
NEW DITCH EXCAVATION | | |
0050 204.41 9965.000 M2 | 3.85000 38365.25| 6.50000 64772.50| 5.00000 49825.00
REHABILITATION OF EXISTING SHOULDERS, | | |
PLAN QUANTITY | | |
0060 307.32 17755.000 M2 | 1.80000 31959.00| 3.50000 62142.50| 3.25000 57703.75
COLD IN-PLACE RECYCLED MATERIAL | | |
(UNTREATED) TRAVELWAY | | |
0070 403.207 2560.000 MG | 35.00000 89600.00| 36.90000 94464.00| 39.00000 99840.00
HOT MIX ASPHALT 19.0 MM NOMINAL MAX SIZ | | |
0080 403.209 50.000 MG | 90.00000 4500.00| 80.00000 4000.00| 100.00000 5000.00
HOT MIX ASPHALT 9.5 MM(SIDEWALKS,DRIVES | | |
INCIDENTAL ) | | |
0090 403.210 3250.000 MG | 35.00000 113750.00| 37.90000 123175.00| 39.00000 126750.00
HOT MIX ASPHALT 9.5 MM NOMINAL MAX SIZE | | |
LETTING DATE : 02/14/01 MAINE DEPARTMENT OF TRANSPORTATION DATE : 12/05/01
PAGE : 2
LOCATION : NEW SHARON TABULATION OF BIDS
CONTRACT ID : 009142.00
=========
====================================================================================================================================
|( 1 ) 000059 |( 2 ) 000014 |( 3 ) 000272
|PIKE INDUSTRIES, INC. |FARRIN BROS. & SMITH, INC. |A & V CONSTRUCTION, CORP.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0100 403.211 700.000 MG | 35.00000 24500.00| 37.40000 26180.00| 39.00000 27300.00
HOT MIX ASPHALT (SHIM) | | |
0110 409.15 900.000 L | 0.80000 720.00| 0.80000 720.00| 0.90000 810.00
BITUMINOUS TACK COAT APPLIED | | |
0120 411.10 295.000 M3 | 50.00000 14750.00| 45.00000 13275.00| 30.00000 8850.00
UNTREATED AGGREGATE SURFACE COURSE | | |
(TRUCK MEASURE) | | |
0130 603.17 97.600 M | 90.00000 8784.00| 145.00000 14152.00| 100.00000 9760.00
450 MM CULVERT PIPE OPTION I | | |
0140 603.179 60.100 M | 275.00000 16527.50| 242.00000 14544.20| 175.00000 10517.50
450 MM CULVERT PIPE OPTION III | | |
0150 603.19 73.200 M | 100.00000 7320.00| 157.00000 11492.40| 120.00000 8784.00
600 MM CULVERT PIPE OPTION I | | |
0160 603.199 23.300 M | 325.00000 7572.50| 255.00000 5941.50| 215.00000 5009.50
600 MM CULVERT PIPE OPTION III | | |
0170 603.20 12.200 M | 115.00000 1403.00| 181.00000 2208.20| 140.00000 1708.00
750 MM CULVERT PIPE OPTION I | | |
0180 603.209 21.300 M | 400.00000 8520.00| 270.00000 5751.00| 205.00000 4366.50
750 MM CULVERT PIPE OPTION III | | |
0190 603.219 4.800 M | 650.00000 3120.00| 436.00000 2092.80| 400.00000 1920.00
900 MM CULVERT PIPE OPTION III | | |
0200 604.092 2.000 EA | 2500.00000 5000.00| 1800.00000 3600.00| 1800.00000 3600.00
CATCH BASIN TYPE B1-C | | |
0210 605.12 98.000 M | 80.00000 7840.00| 100.00000 9800.00| 130.00000 12740.00
375 MM UNDERDRAIN TYPE C | | |
0220 606.23 100.000 M | 32.00000 3200.00| 30.79000 3079.00| 35.00000 3500.00
GUARDRAIL TYPE 3C - SINGLE RAIL | | |
0230 606.232 22.800 M | 32.00000 729.60| 31.66000 721.85| 35.00000 798.00
GUARDRAIL TYPE 3C - OVER 4.5 M RADIUS | | |
0240 606.35 15.000 EA | 30.00000 450.00| 25.00000 375.00| 27.00000 405.00
GUARDRAIL DELINEATOR POST | | |
0250 606.752 1.000 EA | 950.00000 950.00| 1000.00000 1000.00| 1000.00000 1000.00
WIDEN SHOULDER FOR MODIFIED ECCENTRIC | | |
LOADER TERMINAL | | |
0260 606.76 1.000 EA | 1600.00000 1600.00| 1400.00000 1400.00| 1500.00000 1500.00
MODIFIED ECCENTRIC LOADER TERMINAL | | |
0270 609.31 220.000 M | 15.00000 3300.00| 21.75000 4785.00| 30.00000 6600.00
CURB TYPE 3 | | |
0280 610.08 60.000 M3 | 75.00000 4500.00| 108.00000 6480.00| 70.00000 4200.00
PLAIN RIPRAP | | |
0290 610.18 100.000 M3 | 65.00000 6500.00| 65.00000 6500.00| 50.00000 5000.00
STONE DITCH PROTECTION | | |
LETTING DATE : 02/14/01 MAINE DEPARTMENT OF TRANSPORTATION DATE : 12/05/01
PAGE : 3
LOCATION : NEW SHARON TABULATION OF BIDS
CONTRACT ID : 009142.00
=========
====================================================================================================================================
|( 1 ) 000059 |( 2 ) 000014 |( 3 ) 000272
|PIKE INDUSTRIES, INC. |FARRIN BROS. & SMITH, INC. |A & V CONSTRUCTION, CORP.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0300 613.319 8400.000 M2 | 1.50000 12600.00| 3.00000 25200.00| 1.75000 14700.00
TEMPORARY EROSION CONTROL BLANKET | | |
0310 618.1401 345.000 UN | 13.50000 4657.50| 13.50000 4657.50| 16.00000 5520.00
SEEDING METHOD NUMBER 2 - PLAN QUANTITY | | |
0320 619.1201 345.000 UN | 12.00000 4140.00| 6.00000 2070.00| 9.00000 3105.00
MULCH - PLAN QUANTITY | | |
0330 620.58 425.000 M2 | 2.00000 850.00| 5.00000 2125.00| 3.50000 1487.50
EROSION CONTROL GEOTEXTILE | | |
0340 627.76 LUMP| 4500.00000 4500.00| 2500.00000 2500.00| 4000.00000 4000.00
TEMPORARY PAVEMENT MARKING LINE, WHITE | | |
OR YELLOW | | |
0350 631.12 20.000 HR | 90.00000 1800.00| 100.00000 2000.00| 80.00000 1600.00
ALL PURPOSE EXCAVATOR (INCLUDING | | |
OPERATOR) | | |
0360 631.172 30.000 HR | 45.00000 1350.00| 45.00000 1350.00| 40.00000 1200.00
TRUCK - LARGE (INCLUDING OPERATOR) | | |
0370 631.18 15.000 HR | 60.00000 900.00| 35.00000 525.00| 40.00000 600.00
CHAIN SAW RENTAL (INCLUDING OPERATOR) | | |
0380 639.19 1.000 EA | 6500.00000 6500.00| 5000.00000 5000.00| 4500.00000 4500.00
FIELD OFFICE TYPE B | | |
0390 652.33 12.000 EA | 55.00000 660.00| 40.00000 480.00| 55.00000 660.00
DRUM | | |
0400 652.34 50.000 EA | 16.00000 800.00| 20.00000 1000.00| 15.00000 750.00
CONE | | |
0410 652.35 85.000 M2 | 70.00000 5950.00| 100.00000 8500.00| 85.00000 7225.00
CONSTRUCTION SIGNS | | |
0420 652.36 74.000 CD | 325.00000 24050.00| 35.00000 2590.00| 100.00000 7400.00
MAINTENANCE OF TRAFFIC CONTROL DEVICES | | |
0430 652.38 2000.000 MH | 14.00000 28000.00| 14.00000 28000.00| 14.00000 28000.00
FLAGGER | | |
0440 656.55 275.000 M3 | 25.00000 6875.00| 40.00000 11000.00| 25.00000 6875.00
DUMPED STONE | | |
0450 656.75 LUMP| 17500.00000 17500.00| 35000.00000 35000.00| 25000.00000 25000.00
TEMPORARY SOIL EROSION AND WATER | | |
POLLUTION CONTROL | | |
0460 659.10 LUMP| 82500.00000 82500.00| 28200.00000 28200.00| 70000.00000 70000.00
MOBILIZATION | | |
SECTION TOTALS | $ 696,093.35| $ 723,794.45| $ 728,309.75
------------------------------------------+----------------------------+----------------------------+-------------------------------
CONTRACT TOTALS | $ 696,093.35| $ 723,794.45| $ 728,309.75
====================================================================================================================================
LETTING DATE : 02/14/01 MAINE DEPARTMENT OF TRANSPORTATION DATE : 12/05/01
PAGE : 4
LOCATION : NEW SHARON TABULATION OF BIDS
CONTRACT ID : 009142.00
=========
====================================================================================================================================
|( 4 ) 000855 |( ) |( )
|BRIDGECORP | |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0001 HIGHWAY ITEMS
| | |
0010 202.203 300.000 M2 | 12.00000 3600.00| |
PAVEMENT BUTT JOINTS | | |
0020 203.202 3780.000 M | 9.00000 34020.00| |
INSLOPE EXCAVATION | | |
0030 203.203 2660.000 M | 10.00000 26600.00| |
DITCH EXCAVATION | | |
0040 203.204 970.000 M | 12.00000 11640.00| |
NEW DITCH EXCAVATION | | |
0050 204.41 9965.000 M2 | 6.00000 59790.00| |
REHABILITATION OF EXISTING SHOULDERS, | | |
PLAN QUANTITY | | |
0060 307.32 17755.000 M2 | 1.85000 32846.75| |
COLD IN-PLACE RECYCLED MATERIAL | | |
(UNTREATED) TRAVELWAY | | |
0070 403.207 2560.000 MG | 37.00000 94720.00| |
HOT MIX ASPHALT 19.0 MM NOMINAL MAX SIZ | | |
0080 403.209 50.000 MG | 80.00000 4000.00| |
HOT MIX ASPHALT 9.5 MM(SIDEWALKS,DRIVES | | |
INCIDENTAL ) | | |
0090 403.210 3250.000 MG | 38.00000 123500.00| |
HOT MIX ASPHALT 9.5 MM NOMINAL MAX SIZE | | |
0100 403.211 700.000 MG | 38.00000 26600.00| |
HOT MIX ASPHALT (SHIM) | | |
0110 409.15 900.000 L | 1.00000 900.00| |
BITUMINOUS TACK COAT APPLIED | | |
0120 411.10 295.000 M3 | 65.00000 19175.00| |
UNTREATED AGGREGATE SURFACE COURSE | | |
(TRUCK MEASURE) | | |
0130 603.17 97.600 M | 125.00000 12200.00| |
450 MM CULVERT PIPE OPTION I | | |
0140 603.179 60.100 M | 180.00000 10818.00| |
450 MM CULVERT PIPE OPTION III | | |
0150 603.19 73.200 M | 135.00000 9882.00| |
600 MM CULVERT PIPE OPTION I | | |
0160 603.199 23.300 M | 210.00000 4893.00| |
600 MM CULVERT PIPE OPTION III | | |
0170 603.20 12.200 M | 180.00000 2196.00| |
750 MM CULVERT PIPE OPTION I | | |
0180 603.209 21.300 M | 200.00000 4260.00| |
750 MM CULVERT PIPE OPTION III | | |
LETTING DATE : 02/14/01 MAINE DEPARTMENT OF TRANSPORTATION DATE : 12/05/01
PAGE : 5
LOCATION : NEW SHARON TABULATION OF BIDS
CONTRACT ID : 009142.00
=========
====================================================================================================================================
|( 4 ) 000855 |( ) |( )
|BRIDGECORP | |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0190 603.219 4.800 M | 275.00000 1320.00| |
900 MM CULVERT PIPE OPTION III | | |
0200 604.092 2.000 EA | 1300.00000 2600.00| |
CATCH BASIN TYPE B1-C | | |
0210 605.12 98.000 M | 125.00000 12250.00| |
375 MM UNDERDRAIN TYPE C | | |
0220 606.23 100.000 M | 36.00000 3600.00| |
GUARDRAIL TYPE 3C - SINGLE RAIL | | |
0230 606.232 22.800 M | 37.00000 843.60| |
GUARDRAIL TYPE 3C - OVER 4.5 M RADIUS | | |
0240 606.35 15.000 EA | 30.00000 450.00| |
GUARDRAIL DELINEATOR POST | | |
0250 606.752 1.000 EA | 1050.00000 1050.00| |
WIDEN SHOULDER FOR MODIFIED ECCENTRIC | | |
LOADER TERMINAL | | |
0260 606.76 1.000 EA | 1650.00000 1650.00| |
MODIFIED ECCENTRIC LOADER TERMINAL | | |
0270 609.31 220.000 M | 14.00000 3080.00| |
CURB TYPE 3 | | |
0280 610.08 60.000 M3 | 60.00000 3600.00| |
PLAIN RIPRAP | | |
0290 610.18 100.000 M3 | 50.00000 5000.00| |
STONE DITCH PROTECTION | | |
0300 613.319 8400.000 M2 | 1.30000 10920.00| |
TEMPORARY EROSION CONTROL BLANKET | | |
0310 618.1401 345.000 UN | 21.00000 7245.00| |
SEEDING METHOD NUMBER 2 - PLAN QUANTITY | | |
0320 619.1201 345.000 UN | 19.00000 6555.00| |
MULCH - PLAN QUANTITY | | |
0330 620.58 425.000 M2 | 3.00000 1275.00| |
EROSION CONTROL GEOTEXTILE | | |
0340 627.76 LUMP| 3300.00000 3300.00| |
TEMPORARY PAVEMENT MARKING LINE, WHITE | | |
OR YELLOW | | |
0350 631.12 20.000 HR | 100.00000 2000.00| |
ALL PURPOSE EXCAVATOR (INCLUDING | | |
OPERATOR) | | |
0360 631.172 30.000 HR | 55.00000 1650.00| |
TRUCK - LARGE (INCLUDING OPERATOR) | | |
0370 631.18 15.000 HR | 60.00000 900.00| |
CHAIN SAW RENTAL (INCLUDING OPERATOR) | | |
LETTING DATE : 02/14/01 MAINE DEPARTMENT OF TRANSPORTATION DATE : 12/05/01
PAGE : 6
LOCATION : NEW SHARON TABULATION OF BIDS
CONTRACT ID : 009142.00
=========
====================================================================================================================================
|( 4 ) 000855 |( ) |( )
|BRIDGECORP | |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0380 639.19 1.000 EA | 4500.00000 4500.00| |
FIELD OFFICE TYPE B | | |
0390 652.33 12.000 EA | 65.00000 780.00| |
DRUM | | |
0400 652.34 50.000 EA | 20.00000 1000.00| |
CONE | | |
0410 652.35 85.000 M2 | 100.00000 8500.00| |
CONSTRUCTION SIGNS | | |
0420 652.36 74.000 CD | 100.00000 7400.00| |
MAINTENANCE OF TRAFFIC CONTROL DEVICES | | |
0430 652.38 2000.000 MH | 15.00000 30000.00| |
FLAGGER | | |
0440 656.55 275.000 M3 | 45.00000 12375.00| |
DUMPED STONE | | |
0450 656.75 LUMP| 18000.00000 18000.00| |
TEMPORARY SOIL EROSION AND WATER | | |
POLLUTION CONTROL | | |
0460 659.10 LUMP| 183000.00000 183000.00| |
MOBILIZATION | | |
SECTION TOTALS | $ 816,484.35| $ 0.00| $ 0.00
------------------------------------------+----------------------------+----------------------------+-------------------------------
CONTRACT TOTALS | $ 816,484.35| $ 0.00| $
====================================================================================================================================