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LETTING DATE : 10/02/02 MAINE DEPARTMENT OF TRANSPORTATION DATE : 10/07/02
PAGE : 1
LOCATION : TABULATION OF BIDS
CONTRACT ID : 010210.10 COMPLETION DATE : 08/16/03
=========
PROJECT(S): 010210.10 COUNTIE(S) : LINCOLN MAINE STATE DEPARTMENT OF TRANSPORTATION
STP-1064(500) X
A TRUE COPY : __________________________
TITLE : __________________________
ATTEST : ____________________________ CONTRACT DESCRIPTION : CHIP NOTARY PUBLIC
--------------------------------------------------------------------------------------------------------------------------
TOTAL % OVER
RANK VENDOR NO./NAME BID LOW BID
--------------------------------------------------------------------------------------------------------------------------
1 000022 THE LANE CONSTRUCTION CORP. $ 1,358,092.95 100.0000%
2 000059 PIKE INDUSTRIES, INC. $ 1,623,975.50 119.5776%
3 000164 C P M CONSTRUCTORS $ 1,781,158.00 131.1514%
4 000855 BRIDGECORP $ 1,878,794.70 138.3407%
5 000529 BARRETT PAVING MATERIALS, INC. $ 2,227,307.50 164.0026%
====================================================================================================================================
|( 1 ) 000022 |( 2 ) 000059 |( 3 ) 000164
|THE LANE CONSTRUCTION CORP. |PIKE INDUSTRIES, 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 30.000 EA | 300.00000 9000.00| 375.00000 11250.00| 400.00000 12000.00
REMOVING SINGLE TREE TOP ONLY | | |
0020 201.24 30.000 EA | 200.00000 6000.00| 270.00000 8100.00| 200.00000 6000.00
REMOVING STUMP | | |
0030 202.203 112.000 M2 | 15.00000 1680.00| 25.00000 2800.00| 30.00000 3360.00
PAVEMENT BUTT JOINTS | | |
0040 203.2001 2750.000 M3 | 6.00000 16500.00| 10.75000 29562.50| 17.00000 46750.00
COMMON EXCAVATION - PLAN QUANTITY | | |
0050 203.2021 5410.000 M | 6.50000 35165.00| 9.00000 48690.00| 12.50000 67625.00
INSLOPE REHABILITATION | | |
0060 203.203 5410.000 M | 9.50000 51395.00| 11.00000 59510.00| 12.50000 67625.00
DITCH EXCAVATION | | |
0070 203.21 500.000 M3 | 60.00000 30000.00| 60.00000 30000.00| 70.00000 35000.00
ROCK EXCAVATION | | |
0080 204.41 3040.000 M2 | 4.00000 12160.00| 4.50000 13680.00| 18.00000 54720.00
REHABILITATION OF EXISTING SHOULDERS, | | |
PLAN QUANTITY | | |
0090 304.103 1250.000 M3 | 17.00000 21250.00| 27.50000 34375.00| 25.00000 31250.00
AGGREGATE SUBBASE - GRAVEL (TRUCK | | |
MEASURE) | | |
0100 304.104 8170.000 M3 | 15.75000 128677.50| 22.00000 179740.00| 23.00000 187910.00
AGGREGATE SUBBASE COURSE - GRAVEL (PLAN | | |
QUANTITY) | | |
LETTING DATE : 10/02/02 MAINE DEPARTMENT OF TRANSPORTATION DATE : 10/07/02
PAGE : 2
LOCATION : TABULATION OF BIDS
CONTRACT ID : 010210.10
=========
====================================================================================================================================
|( 1 ) 000022 |( 2 ) 000059 |( 3 ) 000164
|THE LANE CONSTRUCTION CORP. |PIKE INDUSTRIES, INC. |C P M CONSTRUCTORS
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0110 307.32 24760.000 M2 | 1.95000 48282.00| 1.40000 34664.00| 2.50000 61900.00
COLD IN-PLACE RECYCLED MATERIAL | | |
(UNTREATED) TRAVELWAY | | |
0120 403.209 100.000 MG | 90.00000 9000.00| 85.00000 8500.00| 85.00000 8500.00
HOT MIX ASPHALT 9.5 MM(SIDEWALKS,DRIVES | | |
INCIDENTAL ) | | |
0130 403.210 3800.000 MG | 40.00000 152000.00| 38.00000 144400.00| 38.50000 146300.00
HOT MIX ASPHALT 9.5 MM NOMINAL MAX SIZE | | |
0140 403.211 2900.000 MG | 39.00000 113100.00| 38.00000 110200.00| 38.50000 111650.00
HOT MIX ASPHALT (SHIM) | | |
0150 403.213 7000.000 MG | 39.00000 273000.00| 38.00000 266000.00| 38.50000 269500.00
HOT MIX ASPHALT 12.5 MM NOMINAL MAX | | |
SIZE - BASE | | |
0160 409.15 7120.000 L | 1.30000 9256.00| 0.90000 6408.00| 0.90000 6408.00
BITUMINOUS TACK COAT APPLIED | | |
0170 411.09 40.500 M3 | 80.00000 3240.00| 60.00000 2430.00| 75.00000 3037.50
UNTREATED AGGREGATE SURFACE COURSE | | |
0180 509.55 LUMP| 115000.00000 115000.00| 130000.00000 130000.00| 160000.00000 160000.00
STRUCTURAL PLATE PIPE/ PIPE ARCH - | | |
REPLACEMENT | | |
0190 603.16 78.600 M | 95.00000 7467.00| 85.00000 6681.00| 60.00000 4716.00
375 MM CULVERT PIPE OPTION I | | |
0200 603.17 31.000 M | 103.00000 3193.00| 115.00000 3565.00| 80.00000 2480.00
450 MM CULVERT PIPE OPTION I | | |
0210 603.179 163.100 M | 167.00000 27237.70| 325.00000 53007.50| 100.00000 16310.00
450 MM CULVERT PIPE OPTION III | | |
0220 605.09 10.000 M | 90.00000 900.00| 90.00000 900.00| 130.00000 1300.00
150 MM UNDERDRAIN TYPE B | | |
0230 606.17 130.000 M | 36.00000 4680.00| 37.50000 4875.00| 36.00000 4680.00
GUARDRAIL TYPE 3B - SINGLE RAIL | | |
0240 606.35 9.000 EA | 30.00000 270.00| 35.00000 315.00| 30.00000 270.00
GUARDRAIL DELINEATOR POST | | |
0250 606.364 160.000 M | 28.00000 4480.00| 30.00000 4800.00| 28.00000 4480.00
GUARDRAIL REMOVE, MODIFY AND RESET, | | |
TYPE 3B | | |
0260 606.47 20.000 EA | 20.00000 400.00| 25.00000 500.00| 20.00000 400.00
SINGLE WOOD POST | | |
0270 606.752 6.000 EA | 900.00000 5400.00| 975.00000 5850.00| 800.00000 4800.00
WIDEN SHOULDER FOR MODIFIED ECCENTRIC | | |
LOADER TERMINAL | | |
0280 606.76 6.000 EA | 1300.00000 7800.00| 1400.00000 8400.00| 1400.00000 8400.00
MODIFIED ECCENTRIC LOADER TERMINAL | | |
LETTING DATE : 10/02/02 MAINE DEPARTMENT OF TRANSPORTATION DATE : 10/07/02
PAGE : 3
LOCATION : TABULATION OF BIDS
CONTRACT ID : 010210.10
=========
====================================================================================================================================
|( 1 ) 000022 |( 2 ) 000059 |( 3 ) 000164
|THE LANE CONSTRUCTION CORP. |PIKE INDUSTRIES, INC. |C P M CONSTRUCTORS
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0290 607.10 190.000 M | 10.00000 1900.00| 12.00000 2280.00| 12.00000 2280.00
BARBED WIRE FENCE - WOOD POSTS | | |
0300 609.31 167.000 M | 16.00000 2672.00| 15.00000 2505.00| 12.00000 2004.00
CURB TYPE 3 | | |
0310 610.08 50.000 M3 | 80.00000 4000.00| 65.00000 3250.00| 60.00000 3000.00
PLAIN RIPRAP | | |
0320 610.18 55.000 M3 | 60.00000 3300.00| 65.00000 3575.00| 60.00000 3300.00
STONE DITCH PROTECTION | | |
0330 613.319 6490.000 M2 | 1.80000 11682.00| 1.25000 8112.50| 1.50000 9735.00
EROSION CONTROL BLANKET | | |
0340 618.1401 275.000 UN | 14.00000 3850.00| 14.00000 3850.00| 14.00000 3850.00
SEEDING METHOD NUMBER 2 - PLAN QUANTITY | | |
0350 619.1201 275.000 UN | 6.25000 1718.75| 7.00000 1925.00| 6.50000 1787.50
MULCH - PLAN QUANTITY | | |
0360 620.58 1820.000 M2 | 2.60000 4732.00| 1.25000 2275.00| 1.50000 2730.00
EROSION CONTROL GEOTEXTILE | | |
0370 627.76 LUMP| 12000.00000 12000.00| 7500.00000 7500.00| 10000.00000 10000.00
TEMPORARY PAVEMENT MARKING LINE, WHITE | | |
OR YELLOW | | |
0380 629.05 40.000 MH | 22.00000 880.00| 30.00000 1200.00| 25.00000 1000.00
HAND LABOR, STRAIGHT TIME | | |
0390 631.111 40.000 HR | 200.00000 8000.00| 275.00000 11000.00| 135.00000 5400.00
TRACTOR MOUNTED HYDRAULIC HAMMER | | |
0400 631.12 50.000 HR | 90.00000 4500.00| 110.00000 5500.00| 85.00000 4250.00
ALL PURPOSE EXCAVATOR (INCLUDING | | |
OPERATOR) | | |
0410 631.14 25.000 HR | 75.00000 1875.00| 115.00000 2875.00| 110.00000 2750.00
GRADER (INCLUDING OPERATOR) | | |
0420 631.172 100.000 HR | 42.00000 4200.00| 50.00000 5000.00| 45.00000 4500.00
TRUCK - LARGE (INCLUDING OPERATOR) | | |
0430 631.18 40.000 HR | 27.00000 1080.00| 100.00000 4000.00| 110.00000 4400.00
CHAIN SAW RENTAL (INCLUDING OPERATOR) | | |
0440 631.20 16.000 HR | 75.00000 1200.00| 200.00000 3200.00| 150.00000 2400.00
STUMP CHIPPER (INCLUDING OPERATOR) | | |
0450 631.32 10.000 HR | 100.00000 1000.00| 200.00000 2000.00| 150.00000 1500.00
CULVERT CLEANER (INCLUDING OPERATOR) | | |
0460 639.19 1.000 EA | 5000.00000 5000.00| 8000.00000 8000.00| 10000.00000 10000.00
FIELD OFFICE TYPE B | | |
0470 652.31 10.000 EA | 25.00000 250.00| 65.00000 650.00| 50.00000 500.00
TYPE I BARRICADE | | |
0480 652.33 30.000 EA | 60.00000 1800.00| 55.00000 1650.00| 55.00000 1650.00
DRUM | | |
LETTING DATE : 10/02/02 MAINE DEPARTMENT OF TRANSPORTATION DATE : 10/07/02
PAGE : 4
LOCATION : TABULATION OF BIDS
CONTRACT ID : 010210.10
=========
====================================================================================================================================
|( 1 ) 000022 |( 2 ) 000059 |( 3 ) 000164
|THE LANE CONSTRUCTION CORP. |PIKE INDUSTRIES, INC. |C P M CONSTRUCTORS
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0490 652.34 60.000 EA | 15.00000 900.00| 15.00000 900.00| 20.00000 1200.00
CONE | | |
0500 652.35 90.000 M2 | 88.00000 7920.00| 70.00000 6300.00| 110.00000 9900.00
CONSTRUCTION SIGNS | | |
0510 652.36 171.000 CD | 100.00000 17100.00| 275.00000 47025.00| 150.00000 25650.00
MAINTENANCE OF TRAFFIC CONTROL DEVICES | | |
0520 652.38 5000.000 MH | 19.00000 95000.00| 14.00000 70000.00| 18.00000 90000.00
FLAGGER | | |
0530 656.75 LUMP| 10000.00000 10000.00| 29950.00000 29950.00| 25000.00000 25000.00
TEMPORARY SOIL EROSION AND WATER | | |
POLLUTION CONTROL | | |
0540 659.10 LUMP| 55000.00000 55000.00| 180250.00000 180250.00| 225000.00000 225000.00
MOBILIZATION | | |
SECTION TOTALS | $ 1,358,092.95| $ 1,623,975.50| $ 1,781,158.00
------------------------------------------+----------------------------+----------------------------+-------------------------------
CONTRACT TOTALS | $ 1,358,092.95| $ 1,623,975.50| $ 1,781,158.00
====================================================================================================================================
LETTING DATE : 10/02/02 MAINE DEPARTMENT OF TRANSPORTATION DATE : 10/07/02
PAGE : 5
LOCATION : TABULATION OF BIDS
CONTRACT ID : 010210.10
=========
====================================================================================================================================
|( 4 ) 000855 |( 5 ) 000529 |( )
|BRIDGECORP |BARRETT PAVING MATERIALS, I |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0001 HIGHWAY ITEMS
| | |
0010 201.23 30.000 EA | 260.00000 7800.00| 278.25000 8347.50|
REMOVING SINGLE TREE TOP ONLY | | |
0020 201.24 30.000 EA | 120.00000 3600.00| 408.60000 12258.00|
REMOVING STUMP | | |
0030 202.203 112.000 M2 | 16.00000 1792.00| 29.45000 3298.40|
PAVEMENT BUTT JOINTS | | |
0040 203.2001 2750.000 M3 | 8.50000 23375.00| 23.65000 65037.50|
COMMON EXCAVATION - PLAN QUANTITY | | |
0050 203.2021 5410.000 M | 11.00000 59510.00| 13.95000 75469.50|
INSLOPE REHABILITATION | | |
0060 203.203 5410.000 M | 11.00000 59510.00| 22.55000 121995.50|
DITCH EXCAVATION | | |
0070 203.21 500.000 M3 | 68.00000 34000.00| 32.40000 16200.00|
ROCK EXCAVATION | | |
0080 204.41 3040.000 M2 | 6.00000 18240.00| 5.30000 16112.00|
REHABILITATION OF EXISTING SHOULDERS, | | |
PLAN QUANTITY | | |
0090 304.103 1250.000 M3 | 20.00000 25000.00| 49.00000 61250.00|
AGGREGATE SUBBASE - GRAVEL (TRUCK | | |
MEASURE) | | |
0100 304.104 8170.000 M3 | 20.00000 163400.00| 25.95000 212011.50|
AGGREGATE SUBBASE COURSE - GRAVEL (PLAN | | |
QUANTITY) | | |
0110 307.32 24760.000 M2 | 4.00000 99040.00| 3.70000 91612.00|
COLD IN-PLACE RECYCLED MATERIAL | | |
(UNTREATED) TRAVELWAY | | |
0120 403.209 100.000 MG | 125.00000 12500.00| 101.70000 10170.00|
HOT MIX ASPHALT 9.5 MM(SIDEWALKS,DRIVES | | |
INCIDENTAL ) | | |
0130 403.210 3800.000 MG | 39.00000 148200.00| 44.40000 168720.00|
HOT MIX ASPHALT 9.5 MM NOMINAL MAX SIZE | | |
0140 403.211 2900.000 MG | 39.00000 113100.00| 44.60000 129340.00|
HOT MIX ASPHALT (SHIM) | | |
0150 403.213 7000.000 MG | 39.00000 273000.00| 43.00000 301000.00|
HOT MIX ASPHALT 12.5 MM NOMINAL MAX | | |
SIZE - BASE | | |
0160 409.15 7120.000 L | 1.50000 10680.00| 0.25000 1780.00|
BITUMINOUS TACK COAT APPLIED | | |
0170 411.09 40.500 M3 | 90.00000 3645.00| 81.95000 3318.98|
UNTREATED AGGREGATE SURFACE COURSE | | |
LETTING DATE : 10/02/02 MAINE DEPARTMENT OF TRANSPORTATION DATE : 10/07/02
PAGE : 6
LOCATION : TABULATION OF BIDS
CONTRACT ID : 010210.10
=========
====================================================================================================================================
|( 4 ) 000855 |( 5 ) 000529 |( )
|BRIDGECORP |BARRETT PAVING MATERIALS, I |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0180 509.55 LUMP| 135000.00000 135000.00| 140161.75000 140161.75|
STRUCTURAL PLATE PIPE/ PIPE ARCH - | | |
REPLACEMENT | | |
0190 603.16 78.600 M | 72.00000 5659.20| 106.35000 8359.11|
375 MM CULVERT PIPE OPTION I | | |
0200 603.17 31.000 M | 100.00000 3100.00| 168.00000 5208.00|
450 MM CULVERT PIPE OPTION I | | |
0210 603.179 163.100 M | 175.00000 28542.50| 302.55000 49345.91|
450 MM CULVERT PIPE OPTION III | | |
0220 605.09 10.000 M | 140.00000 1400.00| 137.65000 1376.50|
150 MM UNDERDRAIN TYPE B | | |
0230 606.17 130.000 M | 44.00000 5720.00| 35.60000 4628.00|
GUARDRAIL TYPE 3B - SINGLE RAIL | | |
0240 606.35 9.000 EA | 36.00000 324.00| 28.15000 253.35|
GUARDRAIL DELINEATOR POST | | |
0250 606.364 160.000 M | 34.00000 5440.00| 26.75000 4280.00|
GUARDRAIL REMOVE, MODIFY AND RESET, | | |
TYPE 3B | | |
0260 606.47 20.000 EA | 25.00000 500.00| 33.75000 675.00|
SINGLE WOOD POST | | |
0270 606.752 6.000 EA | 1100.00000 6600.00| 916.75000 5500.50|
WIDEN SHOULDER FOR MODIFIED ECCENTRIC | | |
LOADER TERMINAL | | |
0280 606.76 6.000 EA | 1600.00000 9600.00| 1575.00000 9450.00|
MODIFIED ECCENTRIC LOADER TERMINAL | | |
0290 607.10 190.000 M | 13.00000 2470.00| 44.30000 8417.00|
BARBED WIRE FENCE - WOOD POSTS | | |
0300 609.31 167.000 M | 23.00000 3841.00| 16.90000 2822.30|
CURB TYPE 3 | | |
0310 610.08 50.000 M3 | 115.00000 5750.00| 69.60000 3480.00|
PLAIN RIPRAP | | |
0320 610.18 55.000 M3 | 65.00000 3575.00| 64.30000 3536.50|
STONE DITCH PROTECTION | | |
0330 613.319 6490.000 M2 | 1.50000 9735.00| 1.80000 11682.00|
EROSION CONTROL BLANKET | | |
0340 618.1401 275.000 UN | 18.00000 4950.00| 15.60000 4290.00|
SEEDING METHOD NUMBER 2 - PLAN QUANTITY | | |
0350 619.1201 275.000 UN | 10.00000 2750.00| 7.05000 1938.75|
MULCH - PLAN QUANTITY | | |
0360 620.58 1820.000 M2 | 3.00000 5460.00| 1.05000 1911.00|
EROSION CONTROL GEOTEXTILE | | |
LETTING DATE : 10/02/02 MAINE DEPARTMENT OF TRANSPORTATION DATE : 10/07/02
PAGE : 7
LOCATION : TABULATION OF BIDS
CONTRACT ID : 010210.10
=========
====================================================================================================================================
|( 4 ) 000855 |( 5 ) 000529 |( )
|BRIDGECORP |BARRETT PAVING MATERIALS, I |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0370 627.76 LUMP| 4000.00000 4000.00| 1047.80000 1047.80|
TEMPORARY PAVEMENT MARKING LINE, WHITE | | |
OR YELLOW | | |
0380 629.05 40.000 MH | 22.00000 880.00| 33.85000 1354.00|
HAND LABOR, STRAIGHT TIME | | |
0390 631.111 40.000 HR | 230.00000 9200.00| 226.85000 9074.00|
TRACTOR MOUNTED HYDRAULIC HAMMER | | |
0400 631.12 50.000 HR | 100.00000 5000.00| 128.65000 6432.50|
ALL PURPOSE EXCAVATOR (INCLUDING | | |
OPERATOR) | | |
0410 631.14 25.000 HR | 100.00000 2500.00| 119.75000 2993.75|
GRADER (INCLUDING OPERATOR) | | |
0420 631.172 100.000 HR | 50.00000 5000.00| 42.20000 4220.00|
TRUCK - LARGE (INCLUDING OPERATOR) | | |
0430 631.18 40.000 HR | 25.00000 1000.00| 101.25000 4050.00|
CHAIN SAW RENTAL (INCLUDING OPERATOR) | | |
0440 631.20 16.000 HR | 120.00000 1920.00| 84.40000 1350.40|
STUMP CHIPPER (INCLUDING OPERATOR) | | |
0450 631.32 10.000 HR | 150.00000 1500.00| 148.50000 1485.00|
CULVERT CLEANER (INCLUDING OPERATOR) | | |
0460 639.19 1.000 EA | 8500.00000 8500.00| 12375.00000 12375.00|
FIELD OFFICE TYPE B | | |
0470 652.31 10.000 EA | 80.00000 800.00| 63.80000 638.00|
TYPE I BARRICADE | | |
0480 652.33 30.000 EA | 68.00000 2040.00| 63.80000 1914.00|
DRUM | | |
0490 652.34 60.000 EA | 18.00000 1080.00| 18.80000 1128.00|
CONE | | |
0500 652.35 90.000 M2 | 78.00000 7020.00| 100.50000 9045.00|
CONSTRUCTION SIGNS | | |
0510 652.36 171.000 CD | 70.00000 11970.00| 710.45000 121486.95|
MAINTENANCE OF TRAFFIC CONTROL DEVICES | | |
0520 652.38 5000.000 MH | 10.00000 50000.00| 23.70000 118500.00|
FLAGGER | | |
0530 656.75 LUMP| 25000.00000 25000.00| 29956.85000 29956.85|
TEMPORARY SOIL EROSION AND WATER | | |
POLLUTION CONTROL | | |
0540 659.10 LUMP| 444576.00000 444576.00| 335019.70000 335019.70|
MOBILIZATION | | |
SECTION TOTALS | $ 1,878,794.70| $ 2,227,307.50| $ 0.00
------------------------------------------+----------------------------+----------------------------+-------------------------------
CONTRACT TOTALS | $ 1,878,794.70| $ 2,227,307.50| $
====================================================================================================================================