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LETTING DATE : 06/23/04 MAINE DEPARTMENT OF TRANSPORTATION DATE : 06/23/04
PAGE : 1
COUNTIE(S): PISCATAQUIS TABULATION OF BIDS
CONTRACT ID : 010072.00 COMPLETION DATE : 11/30/05
=========
PROJECT(S): BH-1007(200)X LOCATION(S): Abbot MAINE STATE DEPARTMENT OF TRANSPORTATION
A TRUE COPY : __________________________
TITLE : __________________________
ATTEST : ____________________________ CONTRACT DESCRIPTION : ABBOT, BRIDGE REPLACEMENT NOTARY PUBLIC
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TOTAL % OVER
RANK VENDOR NO./NAME BID LOW BID
--------------------------------------------------------------------------------------------------------------------------
1 000032 REED & REED, INC. $ 1,866,637.00 100.0000%
2 000164 C P M CONSTRUCTORS $ 2,097,944.40 112.3917%
3 000416 T BUCK CONSTRUCTION INC. $ 2,821,861.00 151.1735%
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|( 1 ) 000032 |( 2 ) 000164 |( 3 ) 000416
|REED & REED INC. |C P M CONSTRUCTORS |T BUCK CONSTRUCTION INC.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0001 BRIDGE ITEMS
| | |
0010 201.23 3.000 EA | 100.00000 300.00| 600.00000 1800.00| 800.00000 2400.00
REMOVING SINGLE TREE TOP ONLY | | |
0020 201.24 3.000 EA | 100.00000 300.00| 500.00000 1500.00| 350.00000 1050.00
REMOVING STUMP | | |
0030 202.15 1.000 EA | 750.00000 750.00| 500.00000 500.00| 700.00000 700.00
REMOVING MANHOLE OR CATCH BASIN | | |
0040 202.19 530.000 LS | 150000.00000 150000.00| 150000.00000 150000.00| 245000.00000 245000.00
REMOVING EXISTING BRIDGE | | |
0050 202.202 790.000 M2 | 5.00000 3950.00| 14.00000 11060.00| 12.50000 9875.00
REMOVING PAVEMENT SURFACE | | |
0060 203.20 2290.000 M3 | 7.00000 16030.00| 7.00000 16030.00| 12.00000 27480.00
COMMON EXCAVATION | | |
0070 203.21 130.000 M3 | 55.00000 7150.00| 55.00000 7150.00| 115.00000 14950.00
ROCK EXCAVATION | | |
0080 203.2312 LUMP| 2500.00000 2500.00| 3000.00000 3000.00| 10500.00000 10500.00
HEALTH AND SAFETY PLAN | | |
0090 203.2333 50.000 MG | 25.00000 1250.00| 110.00000 5500.00| 185.00000 9250.00
DISPOSAL OF SPECIAL EXCAVATION | | |
0100 203.24 340.000 M3 | 10.00000 3400.00| 18.00000 6120.00| 19.85000 6749.00
COMMON BORROW | | |
0110 203.25 590.000 M3 | 20.00000 11800.00| 32.00000 18880.00| 35.00000 20650.00
GRANULAR BORROW | | |
0120 206.061 10.000 M3 | 10.00000 100.00| 100.00000 1000.00| 75.00000 750.00
STRUCTURAL EARTH EXCAVATION - DRAINAGE | | |
AND MINOR STRUCTURES, BELOW GRADE | | |
LETTING DATE : 06/23/04 MAINE DEPARTMENT OF TRANSPORTATION DATE : 06/23/04
PAGE : 2
COUNTIE(S): PISCATAQUIS TABULATION OF BIDS
CONTRACT ID : 010072.00
=========
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|( 1 ) 000032 |( 2 ) 000164 |( 3 ) 000416
|REED & REED INC. |C P M CONSTRUCTORS |T BUCK CONSTRUCTION INC.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0130 206.07 300.000 M3 | 75.00000 22500.00| 100.00000 30000.00| 250.00000 75000.00
STRUCTURAL ROCK EXCAVATION - DRAINAGE | | |
AND MINOR STRUCTURES | | |
0140 206.082 170.000 M3 | 9.00000 1530.00| 40.00000 6800.00| 20.00000 3400.00
STRUCTURAL EARTH EXCAVATION - MAJOR | | |
STRUCTURES | | |
0150 206.092 45.000 M3 | 80.00000 3600.00| 100.00000 4500.00| 200.00000 9000.00
STRUCTURAL ROCK EXCAVATION - MAJOR | | |
STRUCTURES | | |
0160 304.10 1820.000 M3 | 21.00000 38220.00| 21.00000 38220.00| 23.50000 42770.00
AGGREGATE SUBBASE COURSE - GRAVEL | | |
0170 403.207 450.000 MG | 74.00000 33300.00| 75.00000 33750.00| 73.50000 33075.00
HOT MIX ASPHALT 19.0 MM NOMINAL MAX SIZ | | |
0180 403.208 410.000 MG | 78.00000 31980.00| 80.00000 32800.00| 77.50000 31775.00
HOT MIX ASPHALT 12.5 MM, SURFACE | | |
0190 403.209 20.000 MG | 145.00000 2900.00| 145.00000 2900.00| 145.00000 2900.00
HOT MIX ASPHALT 9.5 MM(SIDEWALKS,DRIVES | | |
INCIDENTAL ) | | |
0200 403.210 76.000 MG | 130.00000 9880.00| 130.00000 9880.00| 130.00000 9880.00
HOT MIX ASPHALT 9.5 MM NOMINAL MAX SIZE | | |
0210 403.211 8.000 MG | 120.00000 960.00| 120.00000 960.00| 120.00000 960.00
HOT MIX ASPHALT (SHIM) | | |
0220 403.213 520.000 MG | 70.00000 36400.00| 70.00000 36400.00| 70.00000 36400.00
HOT MIX ASPHALT 12.5 MM, BASE | | |
0230 409.15 580.000 L | 25.00000 14500.00| 25.00000 14500.00| 25.00000 14500.00
BITUMINOUS TACK COAT APPLIED | | |
0240 502.21 350.000 M3 | 950.00000 332500.00| 800.00000 280000.00| 490.00000 171500.00
STRUCTURAL CONCRETE, ABUTMENTS AND | | |
RETAINING WALLS | | |
0250 502.26 137.000 LS | 125000.00000 125000.00| 200000.00000 200000.00| 149800.00000 149800.00
STRUCTURAL CONCRETE ROADWAY AND | | |
SIDEWALK SLABS ON STEEL BRIDGES | | |
0260 502.49 37.000 LS | 18000.00000 18000.00| 25000.00000 25000.00| 27500.00000 27500.00
STRUCTURAL CONCRETE CURBS AND SIDEWALKS | | |
0270 503.12 37900.000 KG | 1.00000 37900.00| 0.01000 379.00| 1.26000 47754.00
REINFORCING STEEL, FABRICATED AND | | |
DELIVERED | | |
0280 503.13 37900.000 KG | 1.00000 37900.00| 0.01000 379.00| 1.54000 58366.00
REINFORCING STEEL, PLACING | | |
0290 504.702 81800.000 LS | 200000.00000 200000.00| 200000.00000 200000.00| 177900.00000 177900.00
STRUCTURAL STEEL FABRICATED AND | | |
DELIVERED, WELDED | | |
LETTING DATE : 06/23/04 MAINE DEPARTMENT OF TRANSPORTATION DATE : 06/23/04
PAGE : 3
COUNTIE(S): PISCATAQUIS TABULATION OF BIDS
CONTRACT ID : 010072.00
=========
====================================================================================================================================
|( 1 ) 000032 |( 2 ) 000164 |( 3 ) 000416
|REED & REED INC. |C P M CONSTRUCTORS |T BUCK CONSTRUCTION INC.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0300 504.71 81800.000 LS | 32000.00000 32000.00| 20000.00000 20000.00| 33000.00000 33000.00
STRUCTURAL STEEL ERECTION | | |
0310 505.08 2385.000 LS | 6000.00000 6000.00| 4500.00000 4500.00| 7650.00000 7650.00
SHEAR CONNECTORS | | |
0320 507.0811 42.000 LS | 20000.00000 20000.00| 18000.00000 18000.00| 15360.00000 15360.00
STEEL BRIDGE RAILING, 2 BAR | | |
0330 507.0831 58.000 LS | 36000.00000 36000.00| 33000.00000 33000.00| 29875.00000 29875.00
STEEL BRIDGE RAILING, 4 BAR | | |
0340 508.13 470.000 LS | 8000.00000 8000.00| 8000.00000 8000.00| 7725.00000 7725.00
MEMBRANE WATERPROOFING | | |
0350 510.12 LUMP| 273000.00000 273000.00| 500000.00000 500000.00| 930000.00000 930000.00
SPECIAL DETOUR__(M) ROADWAY WIDTH, | | |
VEHICULAR AND PEDESTRIAN SEPERATED 7.3 m| | |
0360 511.07 LUMP| 1000.00000 1000.00| 10000.00000 10000.00| 30000.00000 30000.00
COFFERDAM: | | |
0370 512.081 73.000 LS | 2200.00000 2200.00| 5000.00000 5000.00| 5650.00000 5650.00
FRENCH DRAINS | | |
0380 514.06 1.000 EA | 1200.00000 1200.00| 1000.00000 1000.00| 1200.00000 1200.00
CURING BOX FOR CONCRETE CYLINDERS | | |
0390 515.21 210.000 LS | 2000.00000 2000.00| 700.00000 700.00| 980.00000 980.00
PROTECTIVE COATING FOR CONCRETE SURFACE | | |
0400 523.52 10.000 EA | 500.00000 5000.00| 700.00000 7000.00| 500.00000 5000.00
BEARING INSTALLATION | | |
0410 523.5402 10.000 EA | 2500.00000 25000.00| 600.00000 6000.00| 1250.00000 12500.00
LAMINATED ELASTOMERIC BEARINGS, | | |
EXPANSION | | |
0420 526.34 4.000 EA | 2000.00000 8000.00| 2000.00000 8000.00| 1685.00000 6740.00
PERMANENT CONCRETE TRANSITION BARRIER | | |
0430 603.169 47.000 M | 65.00000 3055.00| 65.00000 3055.00| 145.00000 6815.00
375 MM CULVERT PIPE OPTION III | | |
0440 603.179 100.000 M | 80.00000 8000.00| 80.00000 8000.00| 198.00000 19800.00
450 MM CULVERT PIPE OPTION III | | |
0450 604.092 18.000 EA | 1500.00000 27000.00| 1500.00000 27000.00| 1790.00000 32220.00
CATCH BASIN TYPE B1-C | | |
0460 604.15 2.000 EA | 1600.00000 3200.00| 1600.00000 3200.00| 1900.00000 3800.00
MANHOLE | | |
0470 604.245 1.000 EA | 1400.00000 1400.00| 1400.00000 1400.00| 1350.00000 1350.00
CATCH BASIN TYPE F4-C | | |
0480 605.09 233.000 M | 45.00000 10485.00| 45.00000 10485.00| 79.50000 18523.50
150 MM UNDERDRAIN TYPE B | | |
0490 605.12 200.000 M | 75.00000 15000.00| 75.00000 15000.00| 113.50000 22700.00
375 MM UNDERDRAIN TYPE C | | |
LETTING DATE : 06/23/04 MAINE DEPARTMENT OF TRANSPORTATION DATE : 06/23/04
PAGE : 4
COUNTIE(S): PISCATAQUIS TABULATION OF BIDS
CONTRACT ID : 010072.00
=========
====================================================================================================================================
|( 1 ) 000032 |( 2 ) 000164 |( 3 ) 000416
|REED & REED INC. |C P M CONSTRUCTORS |T BUCK CONSTRUCTION INC.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0500 605.13 43.000 M | 95.00000 4085.00| 95.00000 4085.00| 129.00000 5547.00
450 MM UNDERDRAIN TYPE C | | |
0510 606.17 48.000 M | 65.00000 3120.00| 63.00000 3024.00| 62.60000 3004.80
GUARDRAIL TYPE 3B - SINGLE RAIL | | |
0520 606.1721 4.000 EA | 1300.00000 5200.00| 300.00000 1200.00| 1300.00000 5200.00
BRIDGE TRANSITION - TYPE 1 | | |
0530 606.22 15.000 M | 70.00000 1050.00| 70.00000 1050.00| 69.20000 1038.00
GUARDRAIL TYPE 3B - OVER 4.5 M RADIUS | | |
0540 606.265 2.000 EA | 50.00000 100.00| 50.00000 100.00| 50.00000 100.00
TERMINAL END - SINGLE RAIL - GALVANIZED | | |
STEEL | | |
0550 606.35 6.000 EA | 30.00000 180.00| 30.00000 180.00| 30.00000 180.00
GUARDRAIL DELINEATOR POST | | |
0560 606.47 6.000 EA | 40.00000 240.00| 40.00000 240.00| 40.00000 240.00
SINGLE WOOD POST | | |
0570 606.66 2.000 EA | 100.00000 200.00| 100.00000 200.00| 100.00000 200.00
TERMINAL END THRIE BEAM | | |
0580 606.72 15.000 M | 100.00000 1500.00| 97.00000 1455.00| 96.20000 1443.00
GUARDRAIL THRIE BEAM GREATER THAN 4.5 | | |
METER RADIUS | | |
0590 609.31 510.000 M | 4.00000 2040.00| 4.00000 2040.00| 4.00000 2040.00
CURB TYPE 3 | | |
0600 610.08 10.000 M3 | 65.00000 650.00| 150.00000 1500.00| 215.00000 2150.00
PLAIN RIPRAP | | |
0610 610.16 55.000 M3 | 75.00000 4125.00| 150.00000 8250.00| 130.00000 7150.00
HEAVY RIPRAP | | |
0620 610.18 15.000 M3 | 50.00000 750.00| 100.00000 1500.00| 90.00000 1350.00
STONE DITCH PROTECTION | | |
0630 613.319 220.000 M2 | 4.00000 880.00| 2.00000 440.00| 2.50000 550.00
EROSION CONTROL BLANKET | | |
0640 615.07 70.000 M3 | 26.00000 1820.00| 70.00000 4900.00| 56.50000 3955.00
LOAM | | |
0650 618.1301 4.000 UN | 35.00000 140.00| 75.00000 300.00| 75.00000 300.00
SEEDING METHOD NUMBER 1 - PLAN QUANTITY | | |
0660 618.1401 7.000 UN | 35.00000 245.00| 65.00000 455.00| 65.00000 455.00
SEEDING METHOD NUMBER 2 - PLAN QUANTITY | | |
0670 618.1411 3.000 UN | 40.00000 120.00| 175.00000 525.00| 175.00000 525.00
SEEDING METHOD NUMBER 3 - PLAN QUANTITY | | |
0680 618.15 4.000 KG | 13.00000 52.00| 75.00000 300.00| 75.00000 300.00
TEMPORARY SEEDING | | |
0690 619.1201 15.000 UN | 15.00000 225.00| 25.00000 375.00| 25.00000 375.00
MULCH - PLAN QUANTITY | | |
LETTING DATE : 06/23/04 MAINE DEPARTMENT OF TRANSPORTATION DATE : 06/23/04
PAGE : 5
COUNTIE(S): PISCATAQUIS TABULATION OF BIDS
CONTRACT ID : 010072.00
=========
====================================================================================================================================
|( 1 ) 000032 |( 2 ) 000164 |( 3 ) 000416
|REED & REED INC. |C P M CONSTRUCTORS |T BUCK CONSTRUCTION INC.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0700 619.1401 16.000 M3 | 30.00000 480.00| 50.00000 800.00| 65.00000 1040.00
EROSION CONTROL MIX | | |
0710 620.58 80.000 M2 | 4.00000 320.00| 3.00000 240.00| 5.50000 440.00
EROSION CONTROL GEOTEXTILE | | |
0720 627.711 1540.000 M | 2.25000 3465.00| 2.05000 3157.00| 2.05000 3157.00
WHITE OR YELLOW PAINTED PAVEMENT | | |
MARKING LINE (PLAN QUANTITY ) | | |
0730 627.75 8.000 M2 | 55.00000 440.00| 53.80000 430.40| 55.00000 440.00
WHITE OR YELLOW PAVEMENT AND CURB | | |
MARKING | | |
0740 629.05 40.000 HR | 26.00000 1040.00| 30.00000 1200.00| 27.00000 1080.00
HAND LABOR, STRAIGHT TIME | | |
0750 631.12 20.000 HR | 105.00000 2100.00| 100.00000 2000.00| 95.00000 1900.00
ALL PURPOSE EXCAVATOR (INCLUDING | | |
OPERATOR) | | |
0760 631.13 20.000 HR | 100.00000 2000.00| 85.00000 1700.00| 65.00000 1300.00
BULLDOZER (INCLUDING OPERATOR) | | |
0770 631.14 20.000 HR | 80.00000 1600.00| 150.00000 3000.00| 115.00000 2300.00
GRADER (INCLUDING OPERATOR) | | |
0780 631.15 20.000 HR | 65.00000 1300.00| 65.00000 1300.00| 70.00000 1400.00
ROLLER, EARTH AND BASE COURSE | | |
(INCLUDING OPERATOR) | | |
0790 631.172 20.000 HR | 50.00000 1000.00| 50.00000 1000.00| 55.00000 1100.00
TRUCK - LARGE (INCLUDING OPERATOR) | | |
0800 631.36 40.000 HR | 37.00000 1480.00| 40.00000 1600.00| 45.00000 1800.00
FOREPERSON | | |
0810 639.18 1.000 EA | 7500.00000 7500.00| 10000.00000 10000.00| 14000.00000 14000.00
FIELD OFFICE TYPE A | | |
0820 652.38 480.000 HR | 14.00000 6720.00| 14.00000 6720.00| 20.00000 9600.00
FLAGGER | | |
0830 652.39 LUMP| 10000.00000 10000.00| 2500.00000 2500.00| 30000.00000 30000.00
WORK ZONE TRAFFIC CONTROL | | |
0840 656.75 LUMP| 7500.00000 7500.00| 10000.00000 10000.00| 12000.00000 12000.00
TEMPORARY SOIL EROSION AND WATER | | |
POLLUTION CONTROL | | |
0850 658.20 45.000 M2 | 18.00000 810.00| 18.00000 810.00| 17.70000 796.50
ACRYLIC LATEX COLOR FINISH, GREEN | | |
0860 659.10 LUMP| 160000.00000 160000.00| 191000.00000 191000.00| 254682.20000 254682.20
MOBILIZATION | | |
0870 660.21 2000.000 HR | 0.01000 20.00| 0.01000 20.00| 8.00000 16000.00
ON-THE-JOB TRAINING (BID) | | |
SECTION TOTALS | $ 1,866,637.00| $ 2,097,944.40| $ 2,821,861.00
------------------------------------------+----------------------------+----------------------------+-------------------------------
CONTRACT TOTALS | $ 1,866,637.00| $ 2,097,944.40| $ 2,821,861.00
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