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LETTING DATE : 01/15/03 MAINE DEPARTMENT OF TRANSPORTATION DATE : 01/15/03
PAGE : 1
LOCATION : TABULATION OF BIDS
CONTRACT ID : 010206.00 COMPLETION DATE : 08/29/03
=========
PROJECT(S): 010206.00 COUNTIE(S) : PISCATAQUIS MAINE STATE DEPARTMENT OF TRANSPORTATION
A TRUE COPY : __________________________
TITLE : __________________________
ATTEST : ____________________________ CONTRACT DESCRIPTION : CHIP NOTARY PUBLIC
--------------------------------------------------------------------------------------------------------------------------
TOTAL % OVER
RANK VENDOR NO./NAME BID LOW BID
--------------------------------------------------------------------------------------------------------------------------
1 000014 FARRIN BROS. & SMITH, INC. $ 1,469,999.99 100.0000%
2 000416 T BUCK CONSTRUCTION INC. $ 1,599,984.00 108.8424%
3 000164 C P M CONSTRUCTORS $ 1,658,971.20 112.8552%
4 000529 BARRETT PAVING MATERIALS, INC. $ 1,702,882.05 115.8423%
5 000855 BRIDGECORP $ 2,026,729.70 137.8728%
====================================================================================================================================
|( 1 ) 000014 |( 2 ) 000416 |( 3 ) 000164
|FARRIN BROS. & SMITH, INC. |T BUCK CONSTRUCTION INC. |C P M CONSTRUCTORS
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0001 HIGHWAY ITEMS
| | |
0010 201.23 12.000 EA | 300.00000 3600.00| 350.00000 4200.00| 400.00000 4800.00
REMOVING SINGLE TREE TOP ONLY | | |
0020 201.24 5.000 EA | 200.00000 1000.00| 275.00000 1375.00| 250.00000 1250.00
REMOVING STUMP | | |
0030 202.203 290.000 M2 | 9.15000 2653.50| 10.00000 2900.00| 9.15000 2653.50
PAVEMENT BUTT JOINTS | | |
0040 203.2001 5100.000 M3 | 13.00000 66300.00| 11.50000 58650.00| 13.00000 66300.00
COMMON EXCAVATION - PLAN QUANTITY | | |
0050 304.104 8500.000 M3 | 16.00000 136000.00| 27.80000 236300.00| 23.50000 199750.00
AGGREGATE SUBBASE COURSE - GRAVEL (PLAN | | |
QUANTITY) | | |
0060 307.50 34600.000 M2 | 7.25000 250850.00| 8.00000 276800.00| 7.95000 275070.00
PLANT MIX RECYCLED ASPHALT PAVEMENT | | |
0070 403.209 380.000 MG | 107.45000 40831.00| 110.00000 41800.00| 107.45000 40831.00
HOT MIX ASPHALT 9.5 MM(SIDEWALKS,DRIVES | | |
INCIDENTAL ) | | |
0080 403.210 5180.000 MG | 49.35000 255633.00| 50.00000 259000.00| 49.35000 255633.00
HOT MIX ASPHALT 9.5 MM NOMINAL MAX SIZE | | |
0090 409.15 5630.000 L | 0.30000 1689.00| 0.30000 1689.00| 0.30000 1689.00
BITUMINOUS TACK COAT APPLIED | | |
0100 411.10 190.000 M3 | 45.00000 8550.00| 40.00000 7600.00| 35.00000 6650.00
UNTREATED AGGREGATE SURFACE COURSE | | |
(TRUCK MEASURE) | | |
LETTING DATE : 01/15/03 MAINE DEPARTMENT OF TRANSPORTATION DATE : 01/15/03
PAGE : 2
LOCATION : TABULATION OF BIDS
CONTRACT ID : 010206.00
=========
====================================================================================================================================
|( 1 ) 000014 |( 2 ) 000416 |( 3 ) 000164
|FARRIN BROS. & SMITH, INC. |T BUCK CONSTRUCTION INC. |C P M CONSTRUCTORS
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0110 527.301 1.000 EA | 8700.00000 8700.00| 7500.00000 7500.00| 6000.00000 6000.00
ENERGY ABSORBING SYSTEM (C-A-T) | | |
0120 603.15 6.400 M | 83.00000 531.20| 100.00000 640.00| 130.00000 832.00
300 MILLI METER CULVERT PIPE OPTION I | | |
0130 603.16 57.600 M | 85.00000 4896.00| 90.00000 5184.00| 132.00000 7603.20
375 MM CULVERT PIPE OPTION I | | |
0140 603.17 53.400 M | 95.00000 5073.00| 120.00000 6408.00| 135.00000 7209.00
450 MM CULVERT PIPE OPTION I | | |
0150 603.179 52.800 M | 185.00000 9768.00| 115.00000 6072.00| 180.00000 9504.00
450 MM CULVERT PIPE OPTION III | | |
0160 603.19 12.600 M | 115.00000 1449.00| 250.00000 3150.00| 350.00000 4410.00
600 MM CULVERT PIPE OPTION I | | |
0170 603.199 18.600 M | 200.00000 3720.00| 110.00000 2046.00| 300.00000 5580.00
600 MM CULVERT PIPE OPTION III | | |
0180 603.20 7.800 M | 130.00000 1014.00| 210.00000 1638.00| 325.00000 2535.00
750 MM CULVERT PIPE OPTION I | | |
0190 603.205 81.600 M | 250.00000 20400.00| 190.00000 15504.00| 350.00000 28560.00
750 MM REINFORCED CONCRETE PIPE CLASS | | |
III | | |
0200 603.209 4.800 M | 248.00000 1190.40| 220.00000 1056.00| 375.00000 1800.00
750 MM CULVERT PIPE OPTION III | | |
0210 603.21 6.600 M | 150.00000 990.00| 125.00000 825.00| 380.00000 2508.00
900 MM CULVERT PIPE OPTION I | | |
0220 603.215 73.800 M | 300.00000 22140.00| 240.00000 17712.00| 425.00000 31365.00
900 MM REINFORCED CONCRETE PIPE CLASS | | |
III | | |
0230 604.092 9.000 EA | 1600.00000 14400.00| 2000.00000 18000.00| 2200.00000 19800.00
CATCH BASIN TYPE B1-C | | |
0240 604.0956 4.000 EA | 5500.00000 22000.00| 4400.00000 17600.00| 6000.00000 24000.00
2400 MM CATCH BASIN TYPE B1 | | |
0250 604.097 2.000 EA | 4500.00000 9000.00| 3150.00000 6300.00| 4000.00000 8000.00
1800 MM CATCH BASIN TYPE B1-C | | |
0260 604.164 1.000 EA | 1600.00000 1600.00| 950.00000 950.00| 900.00000 900.00
REBUILDING CATCH BASIN | | |
0270 604.18 1.000 EA | 1200.00000 1200.00| 350.00000 350.00| 350.00000 350.00
ADJUSTING MANHOLE OR CATCH BASIN TO | | |
GRADE | | |
0280 605.13 357.000 M | 120.00000 42840.00| 120.00000 42840.00| 140.00000 49980.00
450 MM UNDERDRAIN TYPE C | | |
0290 605.15 119.000 M | 150.00000 17850.00| 160.00000 19040.00| 180.00000 21420.00
600 MM UNDERDRAIN TYPE C | | |
LETTING DATE : 01/15/03 MAINE DEPARTMENT OF TRANSPORTATION DATE : 01/15/03
PAGE : 3
LOCATION : TABULATION OF BIDS
CONTRACT ID : 010206.00
=========
====================================================================================================================================
|( 1 ) 000014 |( 2 ) 000416 |( 3 ) 000164
|FARRIN BROS. & SMITH, INC. |T BUCK CONSTRUCTION INC. |C P M CONSTRUCTORS
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0300 605.17 146.000 M | 180.00000 26280.00| 195.00000 28470.00| 185.00000 27010.00
750 MM UNDERDRAIN TYPE C | | |
0310 605.18 12.000 M | 210.00000 2520.00| 235.00000 2820.00| 300.00000 3600.00
900 MM UNDERDRAIN TYPE C | | |
0320 606.151 360.000 M | 41.53000 14950.80| 47.00000 16920.00| 47.00000 16920.00
GUARDRAIL TYPE 3AA - SINGLE RAIL | | |
0330 606.191 16.000 M | 44.82000 717.12| 50.00000 800.00| 50.00000 800.00
GUARDRAIL TYPE 3AA - 4.5 M RADIUS AND | | |
LESS | | |
0340 606.201 16.000 M | 44.82000 717.12| 50.00000 800.00| 50.00000 800.00
GUARDRAIL TYPE 3AA - OVER 4.5 M RADIUS | | |
0350 606.266 5.000 EA | 65.00000 325.00| 40.00000 200.00| 40.00000 200.00
TERMINAL END - SINGLE RAIL - CORROSION | | |
RESISTANT STEEL | | |
0360 606.35 10.000 EA | 25.00000 250.00| 40.00000 400.00| 40.00000 400.00
GUARDRAIL DELINEATOR POST | | |
0370 606.47 40.000 EA | 35.00000 1400.00| 26.00000 1040.00| 26.00000 1040.00
SINGLE WOOD POST | | |
0380 609.31 1050.000 M | 16.65000 17482.50| 12.00000 12600.00| 11.65000 12232.50
CURB TYPE 3 | | |
0390 610.08 3500.000 M3 | 50.00000 175000.00| 35.00000 122500.00| 45.00000 157500.00
PLAIN RIPRAP | | |
0400 610.18 130.000 M3 | 48.00000 6240.00| 45.00000 5850.00| 45.00000 5850.00
STONE DITCH PROTECTION | | |
0410 613.319 1940.000 M2 | 1.45000 2813.00| 2.00000 3880.00| 2.50000 4850.00
EROSION CONTROL BLANKET | | |
0420 615.07 500.000 M3 | 35.00000 17500.00| 50.00000 25000.00| 45.00000 22500.00
LOAM | | |
0430 618.1301 50.000 UN | 20.00000 1000.00| 20.00000 1000.00| 28.00000 1400.00
SEEDING METHOD NUMBER 1 - PLAN QUANTITY | | |
0440 618.1401 180.000 UN | 14.20000 2556.00| 14.20000 2556.00| 16.85000 3033.00
SEEDING METHOD NUMBER 2 - PLAN QUANTITY | | |
0450 619.1201 230.000 UN | 6.99000 1607.70| 7.00000 1610.00| 8.45000 1943.50
MULCH - PLAN QUANTITY | | |
0460 620.58 8150.000 M2 | 2.50000 20375.00| 1.00000 8150.00| 1.50000 12225.00
EROSION CONTROL GEOTEXTILE | | |
0470 627.75 40.000 M2 | 64.56000 2582.40| 65.00000 2600.00| 64.60000 2584.00
WHITE OR YELLOW PAVEMENT AND CURB | | |
MARKING | | |
0480 627.76 LUMP| 3000.00000 3000.00| 10000.00000 10000.00| 9600.00000 9600.00
TEMPORARY PAVEMENT MARKING LINE, WHITE | | |
OR YELLOW | | |
LETTING DATE : 01/15/03 MAINE DEPARTMENT OF TRANSPORTATION DATE : 01/15/03
PAGE : 4
LOCATION : TABULATION OF BIDS
CONTRACT ID : 010206.00
=========
====================================================================================================================================
|( 1 ) 000014 |( 2 ) 000416 |( 3 ) 000164
|FARRIN BROS. & SMITH, INC. |T BUCK CONSTRUCTION INC. |C P M CONSTRUCTORS
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0490 629.05 40.000 HR | 25.00000 1000.00| 35.00000 1400.00| 25.00000 1000.00
HAND LABOR, STRAIGHT TIME | | |
0500 631.10 10.000 HR | 20.00000 200.00| 40.00000 400.00| 30.00000 300.00
AIR COMPRESSOR (INCLUDING OPERATOR) | | |
0510 631.11 10.000 HR | 20.00000 200.00| 50.00000 500.00| 30.00000 300.00
AIR TOOL (INCLUDING OPERATOR) | | |
0520 631.12 40.000 HR | 85.00000 3400.00| 115.00000 4600.00| 75.00000 3000.00
ALL PURPOSE EXCAVATOR (INCLUDING | | |
OPERATOR) | | |
0530 631.172 40.000 HR | 40.00000 1600.00| 55.00000 2200.00| 45.00000 1800.00
TRUCK - LARGE (INCLUDING OPERATOR) | | |
0540 631.18 40.000 HR | 30.00000 1200.00| 35.00000 1400.00| 30.00000 1200.00
CHAIN SAW RENTAL (INCLUDING OPERATOR) | | |
0550 631.20 50.000 HR | 50.00000 2500.00| 75.00000 3750.00| 125.00000 6250.00
STUMP CHIPPER (INCLUDING OPERATOR) | | |
0560 631.32 20.000 HR | 50.00000 1000.00| 65.00000 1300.00| 150.00000 3000.00
CULVERT CLEANER (INCLUDING OPERATOR) | | |
0570 637.071 LUMP| 20000.00000 20000.00| 32000.00000 32000.00| 20000.00000 20000.00
DUST CONTROL | | |
0580 639.19 1.000 EA | 5000.00000 5000.00| 6500.00000 6500.00| 8000.00000 8000.00
FIELD OFFICE TYPE B | | |
0590 652.38 4200.000 HR | 17.00000 71400.00| 12.00000 50400.00| 15.50000 65100.00
FLAGGER | | |
0600 652.39 LUMP| 20000.00000 20000.00| 24500.00000 24500.00| 15000.00000 15000.00
WORK ZONE TRAFFIC CONTROL | | |
0610 653.22 149.000 M2 | 25.00000 3725.00| 11.00000 1639.00| 20.00000 2980.00
50 MM POLYSTYRENE PLASTIC INSULATION | | |
0620 656.75 LUMP| 35000.00000 35000.00| 49500.00000 49500.00| 30000.00000 30000.00
TEMPORARY SOIL EROSION AND WATER | | |
POLLUTION CONTROL | | |
0630 658.20 19.000 M2 | 29.50000 560.50| 30.00000 570.00| 29.50000 560.50
ACRYLIC LATEX COLOR FINISH, GREEN | | |
0640 659.10 LUMP| 45029.75000 45029.75| 108000.00000 108000.00| 129000.00000 129000.00
MOBILIZATION | | |
0650 660.21 1000.000 HR | 5.00000 5000.00| 1.00000 1000.00| 0.01000 10.00
ON-THE-JOB TRAINING (BID) | | |
SECTION TOTALS | $ 1,469,999.99| $ 1,599,984.00| $ 1,658,971.20
------------------------------------------+----------------------------+----------------------------+-------------------------------
CONTRACT TOTALS | $ 1,469,999.99| $ 1,599,984.00| $ 1,658,971.20
====================================================================================================================================
LETTING DATE : 01/15/03 MAINE DEPARTMENT OF TRANSPORTATION DATE : 01/15/03
PAGE : 5
LOCATION : TABULATION OF BIDS
CONTRACT ID : 010206.00
=========
====================================================================================================================================
|( 4 ) 000529 |( 5 ) 000855 |( )
|BARRETT PAVING MATERIALS, I |BRIDGECORP |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0001 HIGHWAY ITEMS
| | |
0010 201.23 12.000 EA | 300.30000 3603.60| 525.00000 6300.00|
REMOVING SINGLE TREE TOP ONLY | | |
0020 201.24 5.000 EA | 272.50000 1362.50| 225.00000 1125.00|
REMOVING STUMP | | |
0030 202.203 290.000 M2 | 9.15000 2653.50| 13.00000 3770.00|
PAVEMENT BUTT JOINTS | | |
0040 203.2001 5100.000 M3 | 10.00000 51000.00| 23.00000 117300.00|
COMMON EXCAVATION - PLAN QUANTITY | | |
0050 304.104 8500.000 M3 | 23.75000 201875.00| 32.00000 272000.00|
AGGREGATE SUBBASE COURSE - GRAVEL (PLAN | | |
QUANTITY) | | |
0060 307.50 34600.000 M2 | 9.45000 326970.00| 7.75000 268150.00|
PLANT MIX RECYCLED ASPHALT PAVEMENT | | |
0070 403.209 380.000 MG | 107.45000 40831.00| 125.00000 47500.00|
HOT MIX ASPHALT 9.5 MM(SIDEWALKS,DRIVES | | |
INCIDENTAL ) | | |
0080 403.210 5180.000 MG | 49.35000 255633.00| 49.35000 255633.00|
HOT MIX ASPHALT 9.5 MM NOMINAL MAX SIZE | | |
0090 409.15 5630.000 L | 0.30000 1689.00| 0.30000 1689.00|
BITUMINOUS TACK COAT APPLIED | | |
0100 411.10 190.000 M3 | 59.00000 11210.00| 90.00000 17100.00|
UNTREATED AGGREGATE SURFACE COURSE | | |
(TRUCK MEASURE) | | |
0110 527.301 1.000 EA | 9483.00000 9483.00| 8700.00000 8700.00|
ENERGY ABSORBING SYSTEM (C-A-T) | | |
0120 603.15 6.400 M | 151.55000 969.92| 175.00000 1120.00|
300 MILLI METER CULVERT PIPE OPTION I | | |
0130 603.16 57.600 M | 96.30000 5546.88| 72.00000 4147.20|
375 MM CULVERT PIPE OPTION I | | |
0140 603.17 53.400 M | 152.05000 8119.47| 165.00000 8811.00|
450 MM CULVERT PIPE OPTION I | | |
0150 603.179 52.800 M | 237.50000 12540.00| 290.00000 15312.00|
450 MM CULVERT PIPE OPTION III | | |
0160 603.19 12.600 M | 317.25000 3997.35| 430.00000 5418.00|
600 MM CULVERT PIPE OPTION I | | |
0170 603.199 18.600 M | 210.85000 3921.81| 290.00000 5394.00|
600 MM CULVERT PIPE OPTION III | | |
0180 603.20 7.800 M | 258.90000 2019.42| 380.00000 2964.00|
750 MM CULVERT PIPE OPTION I | | |
LETTING DATE : 01/15/03 MAINE DEPARTMENT OF TRANSPORTATION DATE : 01/15/03
PAGE : 6
LOCATION : TABULATION OF BIDS
CONTRACT ID : 010206.00
=========
====================================================================================================================================
|( 4 ) 000529 |( 5 ) 000855 |( )
|BARRETT PAVING MATERIALS, I |BRIDGECORP |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0190 603.205 81.600 M | 226.00000 18441.60| 280.00000 22848.00|
750 MM REINFORCED CONCRETE PIPE CLASS | | |
III | | |
0200 603.209 4.800 M | 370.70000 1779.36| 900.00000 4320.00|
750 MM CULVERT PIPE OPTION III | | |
0210 603.21 6.600 M | 228.60000 1508.76| 450.00000 2970.00|
900 MM CULVERT PIPE OPTION I | | |
0220 603.215 73.800 M | 315.00000 23247.00| 420.00000 30996.00|
900 MM REINFORCED CONCRETE PIPE CLASS | | |
III | | |
0230 604.092 9.000 EA | 2047.30000 18425.70| 2500.00000 22500.00|
CATCH BASIN TYPE B1-C | | |
0240 604.0956 4.000 EA | 5435.95000 21743.80| 9600.00000 38400.00|
2400 MM CATCH BASIN TYPE B1 | | |
0250 604.097 2.000 EA | 4451.65000 8903.30| 6000.00000 12000.00|
1800 MM CATCH BASIN TYPE B1-C | | |
0260 604.164 1.000 EA | 950.60000 950.60| 1300.00000 1300.00|
REBUILDING CATCH BASIN | | |
0270 604.18 1.000 EA | 613.75000 613.75| 620.00000 620.00|
ADJUSTING MANHOLE OR CATCH BASIN TO | | |
GRADE | | |
0280 605.13 357.000 M | 144.80000 51693.60| 145.00000 51765.00|
450 MM UNDERDRAIN TYPE C | | |
0290 605.15 119.000 M | 195.50000 23264.50| 175.00000 20825.00|
600 MM UNDERDRAIN TYPE C | | |
0300 605.17 146.000 M | 187.80000 27418.80| 210.00000 30660.00|
750 MM UNDERDRAIN TYPE C | | |
0310 605.18 12.000 M | 271.70000 3260.40| 250.00000 3000.00|
900 MM UNDERDRAIN TYPE C | | |
0320 606.151 360.000 M | 45.25000 16290.00| 42.00000 15120.00|
GUARDRAIL TYPE 3AA - SINGLE RAIL | | |
0330 606.191 16.000 M | 48.85000 781.60| 45.00000 720.00|
GUARDRAIL TYPE 3AA - 4.5 M RADIUS AND | | |
LESS | | |
0340 606.201 16.000 M | 48.85000 781.60| 45.00000 720.00|
GUARDRAIL TYPE 3AA - OVER 4.5 M RADIUS | | |
0350 606.266 5.000 EA | 70.85000 354.25| 65.00000 325.00|
TERMINAL END - SINGLE RAIL - CORROSION | | |
RESISTANT STEEL | | |
0360 606.35 10.000 EA | 27.25000 272.50| 25.00000 250.00|
GUARDRAIL DELINEATOR POST | | |
LETTING DATE : 01/15/03 MAINE DEPARTMENT OF TRANSPORTATION DATE : 01/15/03
PAGE : 7
LOCATION : TABULATION OF BIDS
CONTRACT ID : 010206.00
=========
====================================================================================================================================
|( 4 ) 000529 |( 5 ) 000855 |( )
|BARRETT PAVING MATERIALS, I |BRIDGECORP |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0370 606.47 40.000 EA | 38.15000 1526.00| 35.00000 1400.00|
SINGLE WOOD POST | | |
0380 609.31 1050.000 M | 11.65000 12232.50| 17.00000 17850.00|
CURB TYPE 3 | | |
0390 610.08 3500.000 M3 | 30.70000 107450.00| 74.00000 259000.00|
PLAIN RIPRAP | | |
0400 610.18 130.000 M3 | 33.90000 4407.00| 74.00000 9620.00|
STONE DITCH PROTECTION | | |
0410 613.319 1940.000 M2 | 1.50000 2910.00| 3.50000 6790.00|
EROSION CONTROL BLANKET | | |
0420 615.07 500.000 M3 | 53.65000 26825.00| 55.00000 27500.00|
LOAM | | |
0430 618.1301 50.000 UN | 21.80000 1090.00| 21.00000 1050.00|
SEEDING METHOD NUMBER 1 - PLAN QUANTITY | | |
0440 618.1401 180.000 UN | 15.50000 2790.00| 15.00000 2700.00|
SEEDING METHOD NUMBER 2 - PLAN QUANTITY | | |
0450 619.1201 230.000 UN | 7.60000 1748.00| 7.00000 1610.00|
MULCH - PLAN QUANTITY | | |
0460 620.58 8150.000 M2 | 1.90000 15485.00| 4.25000 34637.50|
EROSION CONTROL GEOTEXTILE | | |
0470 627.75 40.000 M2 | 70.35000 2814.00| 70.00000 2800.00|
WHITE OR YELLOW PAVEMENT AND CURB | | |
MARKING | | |
0480 627.76 LUMP| 434.05000 434.05| 5000.00000 5000.00|
TEMPORARY PAVEMENT MARKING LINE, WHITE | | |
OR YELLOW | | |
0490 629.05 40.000 HR | 38.15000 1526.00| 20.00000 800.00|
HAND LABOR, STRAIGHT TIME | | |
0500 631.10 10.000 HR | 20.00000 200.00| 25.00000 250.00|
AIR COMPRESSOR (INCLUDING OPERATOR) | | |
0510 631.11 10.000 HR | 20.50000 205.00| 25.00000 250.00|
AIR TOOL (INCLUDING OPERATOR) | | |
0520 631.12 40.000 HR | 86.95000 3478.00| 110.00000 4400.00|
ALL PURPOSE EXCAVATOR (INCLUDING | | |
OPERATOR) | | |
0530 631.172 40.000 HR | 40.90000 1636.00| 45.00000 1800.00|
TRUCK - LARGE (INCLUDING OPERATOR) | | |
0540 631.18 40.000 HR | 109.00000 4360.00| 25.00000 1000.00|
CHAIN SAW RENTAL (INCLUDING OPERATOR) | | |
0550 631.20 50.000 HR | 81.75000 4087.50| 125.00000 6250.00|
STUMP CHIPPER (INCLUDING OPERATOR) | | |
LETTING DATE : 01/15/03 MAINE DEPARTMENT OF TRANSPORTATION DATE : 01/15/03
PAGE : 8
LOCATION : TABULATION OF BIDS
CONTRACT ID : 010206.00
=========
====================================================================================================================================
|( 4 ) 000529 |( 5 ) 000855 |( )
|BARRETT PAVING MATERIALS, I |BRIDGECORP |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0560 631.32 20.000 HR | 137.45000 2749.00| 200.00000 4000.00|
CULVERT CLEANER (INCLUDING OPERATOR) | | |
0570 637.071 LUMP| 33993.95000 33993.95| 7000.00000 7000.00|
DUST CONTROL | | |
0580 639.19 1.000 EA | 8202.90000 8202.90| 7000.00000 7000.00|
FIELD OFFICE TYPE B | | |
0590 652.38 4200.000 HR | 19.55000 82110.00| 20.00000 84000.00|
FLAGGER | | |
0600 652.39 LUMP| 52810.80000 52810.80| 5000.00000 5000.00|
WORK ZONE TRAFFIC CONTROL | | |
0610 653.22 149.000 M2 | 10.35000 1542.15| 10.00000 1490.00|
50 MM POLYSTYRENE PLASTIC INSULATION | | |
0620 656.75 LUMP| 12358.90000 12358.90| 12000.00000 12000.00|
TEMPORARY SOIL EROSION AND WATER | | |
POLLUTION CONTROL | | |
0630 658.20 19.000 M2 | 32.15000 610.85| 40.00000 760.00|
ACRYLIC LATEX COLOR FINISH, GREEN | | |
0640 659.10 LUMP| 149142.88000 149142.88| 218000.00000 218000.00|
MOBILIZATION | | |
0650 660.21 1000.000 HR | 1.00000 1000.00| 1.00000 1000.00|
ON-THE-JOB TRAINING (BID) | | |
SECTION TOTALS | $ 1,702,882.05| $ 2,026,729.70| $ 0.00
------------------------------------------+----------------------------+----------------------------+-------------------------------
CONTRACT TOTALS | $ 1,702,882.05| $ 2,026,729.70| $
====================================================================================================================================