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LETTING DATSTP-6758(01)X MAINE DEPARTMENT OF TRANSPORTATION DATE : 12/05/01
PAGE : 1
LOCATION : OLD TOWN TABULATION OF BIDS
ALTON
CONTRACT ID : 006757.01
=========
COMPLETION DATE : 11/24/01
PROJECT(S): BR-6757(01)X COUNTIE(S) : PENOBSCOT MAINE STATE DEPTARTMENT OF TRANSPORTATION
A TRUE COPY : __________________________
TITLE : __________________________
CONTRACT DESCRIPTION : BRIDGE REPLACEMENTS ATTEST : _______________________________
NOTARY PUBLIC
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TOTAL % OVER
RANK VENDOR NO./NAME BID LOW BID
--------------------------------------------------------------------------------------------------------------------------
1 000032 REED & REED, INC. $ 1,326,828.41 100.0000%
2 000164 C P M CONSTRUCTORS $ 1,435,421.78 108.1844%
3 000022 THE LANE CONSTRUCTION CORP. $ 1,528,330.66 115.1868%
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|( 1 ) 000032 |( 2 ) 000164 |( 3 ) 000022
|REED & REED INC. |C P M CONSTRUCTORS |THE LANE CONSTRUCTION CORP.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0001 BRIDGE ITEMS
| | |
0010 202.19 304.000 LS | 70000.00000 70000.00| 40000.00000 40000.00| 60000.00000 60000.00
REMOVING EXISTING BRIDGE | | |
0020 202.203 270.000 M2 | 14.00000 3780.00| 3.00000 810.00| 14.00000 3780.00
PAVEMENT BUTT JOINTS | | |
0030 203.20 1450.000 M3 | 9.00000 13050.00| 10.50000 15225.00| 8.00000 11600.00
COMMON EXCAVATION | | |
0040 203.24 200.000 M3 | 15.00000 3000.00| 18.50000 3700.00| 1.00000 200.00
COMMON BORROW | | |
0050 203.25 400.000 M3 | 15.00000 6000.00| 35.00000 14000.00| 10.00000 4000.00
GRANULAR BORROW | | |
0060 206.082 1385.000 M3 | 10.00000 13850.00| 17.75000 24583.75| 16.00000 22160.00
STRUCTURAL EARTH EXCAVATION - MAJOR | | |
STRUCTURES | | |
0070 304.10 2350.000 M3 | 18.00000 42300.00| 20.00000 47000.00| 16.00000 37600.00
AGGREGATE SUBBASE COURSE - GRAVEL | | |
0080 403.207 300.000 MG | 47.00000 14100.00| 50.00000 15000.00| 60.00000 18000.00
HOT MIX ASPHALT 19.0 MM NOMINAL MAX SIZ | | |
0090 403.208 295.000 MG | 47.00000 13865.00| 50.00000 14750.00| 60.00000 17700.00
HOT MIX ASPHALT 12.5 MM NOMINAL MAX SIZ | | |
0100 403.209 15.000 MG | 47.00000 705.00| 50.00000 750.00| 85.00000 1275.00
HOT MIX ASPHALT 9.5 MM(SIDEWALKS,DRIVES | | |
INCIDENTAL ) | | |
LETTING DATE : 03/07/01 MAINE DEPARTMENT OF TRANSPORTATION DATE : 12/05/01
PAGE : 2
LOCATION : OLD TOWN TABULATION OF BIDS
ALTON
CONTRACT ID : 006757.01
=========
====================================================================================================================================
|( 1 ) 000032 |( 2 ) 000164 |( 3 ) 000022
|REED & REED INC. |C P M CONSTRUCTORS |THE LANE CONSTRUCTION CORP.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0110 403.210 70.000 MG | 47.00000 3290.00| 50.00000 3500.00| 100.00000 7000.00
HOT MIX ASPHALT 9.5 MM NOMINAL MAX SIZE | | |
0120 403.211 50.000 MG | 47.00000 2350.00| 50.00000 2500.00| 75.00000 3750.00
HOT MIX ASPHALT (SHIM) | | |
0130 409.15 2160.000 L | 0.30000 648.00| 0.75000 1620.00| 1.25000 2700.00
BITUMINOUS TACK COAT APPLIED | | |
0140 501.53 52.000 M | 200.00000 10400.00| 200.00000 10400.00| 80.00000 4160.00
STEEL H-BEAM PILES 108 KG/M, DELIVERED | | |
0150 501.531 52.000 M | 100.00000 5200.00| 35.00000 1820.00| 120.00000 6240.00
STEEL H-BEAM PILES 108 KM/M, IN-PLACE | | |
0160 501.90 14.000 EA | 150.00000 2100.00| 200.00000 2800.00| 70.00000 980.00
PILE TIPS | | |
0170 501.91 5.000 EA | 150.00000 750.00| 1.00000 5.00| 100.00000 500.00
PILE SPLICES | | |
0180 501.92 LUMP| 3000.00000 3000.00| 15000.00000 15000.00| 12500.00000 12500.00
PILE DRIVING EQUIPMENT MOBILIZATION | | |
0190 502.21 210.000 M3 | 600.00000 126000.00| 500.00000 105000.00| 700.00000 147000.00
STRUCTURAL CONCRETE, ABUTMENTS AND | | |
RETAINING WALLS | | |
0200 502.22 355.000 M3 | 150.00000 53250.00| 135.00000 47925.00| 260.00000 92300.00
STRUCTURAL CONCRETE, ABUTMENTS AND | | |
RETAINING WALLS (PLACED U NDER WATER) | | |
0210 502.25 30.000 LS | 35000.00000 35000.00| 22000.00000 22000.00| 22000.00000 22000.00
STRUCTURAL CONCRETE SUPERSTRUCTURE SLAB | | |
0220 502.31 32.000 LS | 18000.00000 18000.00| 7500.00000 7500.00| 14000.00000 14000.00
STRUCTURAL CONCRETE APPROACH SLABS | | |
0230 502.49 17.000 LS | 17000.00000 17000.00| 10000.00000 10000.00| 19000.00000 19000.00
STRUCTURAL CONCRETE CURBS AND SIDEWALKS | | |
0240 503.12 14320.000 KG | 0.75000 10740.00| 0.75000 10740.00| 0.75000 10740.00
REINFORCING STEEL, FABRICATED AND | | |
DELIVERED | | |
0250 503.13 14320.000 KG | 1.00000 14320.00| 0.60000 8592.00| 0.75000 10740.00
REINFORCING STEEL, PLACING | | |
0260 507.0811 65.890 LS | 33500.00000 33500.00| 22000.00000 22000.00| 22000.00000 22000.00
STEEL BRIDGE RAILING, 2 BAR | | |
0270 508.14 395.000 LS | 11000.00000 11000.00| 12000.00000 12000.00| 10800.00000 10800.00
HIGH PERFORMANCE WATERPROOFING MEMBRANE | | |
0280 510.10 LUMP| 150000.00000 150000.00| 290000.00000 290000.00| 240000.00000 240000.00
SPECIAL DETOUR_____(M) ROADWAY WIDTH | | |
VEHICULAR & PEDESTRIAN TRAFFIC NOT | | |
SEPARATED | | |
LETTING DATE : 03/07/01 MAINE DEPARTMENT OF TRANSPORTATION DATE : 12/05/01
PAGE : 3
LOCATION : OLD TOWN TABULATION OF BIDS
ALTON
CONTRACT ID : 006757.01
=========
====================================================================================================================================
|( 1 ) 000032 |( 2 ) 000164 |( 3 ) 000022
|REED & REED INC. |C P M CONSTRUCTORS |THE LANE CONSTRUCTION CORP.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0290 511.07 LUMP| 25000.00000 25000.00| 75000.00000 75000.00| 35000.00000 35000.00
COFFERDAM: Abutment No.1 | | |
0300 511.07 LUMP| 25000.00000 25000.00| 35000.00000 35000.00| 40000.00000 40000.00
COFFERDAM: Abutment No.2 | | |
0310 512.081 32.000 LS | 5000.00000 5000.00| 4000.00000 4000.00| 4000.00000 4000.00
FRENCH DRAINS | | |
0320 514.06 1.000 EA | 500.00000 500.00| 750.00000 750.00| 600.00000 600.00
CURING BOX FOR CONCRETE CYLINDERS | | |
0330 515.21 233.000 LS | 2500.00000 2500.00| 600.00000 600.00| 1200.00000 1200.00
PROTECTIVE COATING FOR CONCRETE SURFACE | | |
0340 526.301 502.000 LS | 35000.00000 35000.00| 1500.00000 1500.00| 7500.00000 7500.00
TEMPORARY CONCRETE BARRIER TYPE I | | |
0350 526.34 8.000 EA | 1500.00000 12000.00| 1200.00000 9600.00| 2000.00000 16000.00
PERMANENT CONCRETE TRANSITION BARRIER | | |
0360 535.60 57.000 LS | 85000.00000 85000.00| 70000.00000 70000.00| 110000.00000 110000.00
PRESTRESSED STRUCTURAL CONCRETE SLAB | | |
0370 535.62 115.000 LS | 135000.00000 135000.00| 130000.00000 130000.00| 160000.00000 160000.00
PRESTRESSED STRUCTURAL CONCRETE BOX BEA | | |
0380 601.21 455.000 M3 | 210.00000 95550.00| 170.00000 77350.00| 110.00000 50050.00
GABIONS, GALVANIZED | | |
0390 603.17 18.000 M | 65.00000 1170.00| 120.00000 2160.00| 60.00000 1080.00
450 MM CULVERT PIPE OPTION I | | |
0400 606.1721 8.000 EA | 660.00000 5280.00| 660.00000 5280.00| 660.00000 5280.00
BRIDGE TRANSITION - TYPE 1 | | |
0410 606.265 2.000 EA | 25.00000 50.00| 25.00000 50.00| 25.00000 50.00
TERMINAL END - SINGLE RAIL - GALVANIZED | | |
STEEL | | |
0420 606.35 16.000 EA | 25.00000 400.00| 25.00000 400.00| 25.00000 400.00
GUARDRAIL DELINEATOR POST | | |
0430 606.55 255.270 M | 32.00000 8168.64| 32.00000 8168.64| 32.00000 8168.64
GUARDRAIL TYPE 3 - SINGLE RAIL | | |
0440 606.60 15.240 M | 35.50000 541.02| 36.00000 548.64| 35.50000 541.02
GUARDRAIL TYPE 3 - OVER 4.5 METER RADIU | | |
0450 606.76 6.000 EA | 1030.00000 6180.00| 1100.00000 6600.00| 1030.00000 6180.00
MODIFIED ECCENTRIC LOADER TERMINAL | | |
0460 609.31 385.000 M | 12.95000 4985.75| 12.00000 4620.00| 15.00000 5775.00
CURB TYPE 3 | | |
0470 610.08 85.000 M3 | 40.00000 3400.00| 52.00000 4420.00| 42.00000 3570.00
PLAIN RIPRAP | | |
0480 610.16 300.000 M3 | 40.00000 12000.00| 48.00000 14400.00| 48.00000 14400.00
HEAVY RIPRAP | | |
LETTING DATE : 03/07/01 MAINE DEPARTMENT OF TRANSPORTATION DATE : 12/05/01
PAGE : 4
LOCATION : OLD TOWN TABULATION OF BIDS
ALTON
CONTRACT ID : 006757.01
=========
====================================================================================================================================
|( 1 ) 000032 |( 2 ) 000164 |( 3 ) 000022
|REED & REED INC. |C P M CONSTRUCTORS |THE LANE CONSTRUCTION CORP.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0490 610.18 7.000 M3 | 100.00000 700.00| 90.00000 630.00| 36.00000 252.00
STONE DITCH PROTECTION | | |
0500 610.18 9.000 M3 | 100.00000 900.00| 90.00000 810.00| 36.00000 324.00
STONE DITCH PROTECTION | | |
0510 613.319 500.000 M2 | 4.00000 2000.00| 2.50000 1250.00| 2.00000 1000.00
TEMPORARY EROSION CONTROL BLANKET | | |
0520 615.07 90.000 M3 | 30.00000 2700.00| 43.00000 3870.00| 30.00000 2700.00
LOAM | | |
0530 618.1401 8.000 UN | 30.00000 240.00| 30.00000 240.00| 30.00000 240.00
SEEDING METHOD NUMBER 2 - PLAN QUANTITY | | |
0540 618.1411 12.000 UN | 25.00000 300.00| 25.00000 300.00| 25.00000 300.00
SEEDING METHOD NUMBER 3 - PLAN QUANTITY | | |
0550 619.1201 20.000 UN | 15.00000 300.00| 15.00000 300.00| 15.00000 300.00
MULCH - PLAN QUANTITY | | |
0560 620.58 635.000 M2 | 4.00000 2540.00| 2.25000 1428.75| 2.00000 1270.00
EROSION CONTROL GEOTEXTILE | | |
0570 621.179 14.000 EA | 80.00000 1120.00| 80.00000 1120.00| 80.00000 1120.00
MEDIUM DECIDUOUS TREES (1800 MM - 2400 | | |
MM) GROUP B | | |
0580 621.267 25.000 EA | 225.00000 5625.00| 225.00000 5625.00| 225.00000 5625.00
LARGE DECIDUOUS TREE (45 MM - 50 MM | | |
CALIPER) GROUP A | | |
0590 621.54 136.000 EA | 16.00000 2176.00| 16.00000 2176.00| 16.00000 2176.00
DECIDUOUS SHRUBS (450 MM - 600 MM) | | |
GROUP A | | |
0600 621.541 52.000 EA | 16.00000 832.00| 16.00000 832.00| 16.00000 832.00
DECIDUOUS SHRUBS (450 MM - 600 MM) | | |
GROUP B | | |
0610 621.547 97.000 EA | 18.00000 1746.00| 18.00000 1746.00| 18.00000 1746.00
DECIDUOUS SHRUBS (600 MM - 900 MM) | | |
GROUP B | | |
0620 621.553 17.000 EA | 28.00000 476.00| 28.00000 476.00| 28.00000 476.00
DECIDUOUS SHRUBS (900 MM - 1200 MM) | | |
GROUP B | | |
0630 627.71 700.000 M | 0.95000 665.00| 1.00000 700.00| 2.00000 1400.00
100 MM WHITE PAVEMENT MARKING LINE | | |
0640 627.73 700.000 M | 0.95000 665.00| 1.00000 700.00| 2.00000 1400.00
100 MM YELLOW PAVEMENT MARKING LINE | | |
0650 627.78 1100.000 M | 0.85000 935.00| 1.00000 1100.00| 4.00000 4400.00
TEMPORARY 100 MM PAINTED PAVEMENT | | |
MARKING LINE, WHITE OR YELLOW | | |
LETTING DATE : 03/07/01 MAINE DEPARTMENT OF TRANSPORTATION DATE : 12/05/01
PAGE : 5
LOCATION : OLD TOWN TABULATION OF BIDS
ALTON
CONTRACT ID : 006757.01
=========
====================================================================================================================================
|( 1 ) 000032 |( 2 ) 000164 |( 3 ) 000022
|REED & REED INC. |C P M CONSTRUCTORS |THE LANE CONSTRUCTION CORP.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0660 629.05 50.000 MH | 35.00000 1750.00| 25.00000 1250.00| 24.00000 1200.00
HAND LABOR, STRAIGHT TIME | | |
0670 631.12 50.000 HR | 65.00000 3250.00| 80.00000 4000.00| 90.00000 4500.00
ALL PURPOSE EXCAVATOR (INCLUDING | | |
OPERATOR) | | |
0680 631.14 50.000 HR | 100.00000 5000.00| 50.00000 2500.00| 75.00000 3750.00
GRADER (INCLUDING OPERATOR) | | |
0690 631.15 50.000 HR | 35.00000 1750.00| 55.00000 2750.00| 65.00000 3250.00
ROLLER, EARTH AND BASE COURSE | | |
(INCLUDING OPERATOR) | | |
0700 631.172 80.000 HR | 40.00000 3200.00| 40.00000 3200.00| 50.00000 4000.00
TRUCK - LARGE (INCLUDING OPERATOR) | | |
0710 631.36 50.000 MH | 40.00000 2000.00| 35.00000 1750.00| 45.00000 2250.00
FOREMAN | | |
0720 637.071 LUMP| 2000.00000 2000.00| 1000.00000 1000.00| 5000.00000 5000.00
DUST CONTROL | | |
0730 639.18 1.000 EA | 6500.00000 6500.00| 5000.00000 5000.00| 6000.00000 6000.00
FIELD OFFICE TYPE A | | |
0740 643.72 LUMP| 18700.00000 18700.00| 19000.00000 19000.00| 20000.00000 20000.00
TEMPORARY TRAFFIC SIGNAL | | |
0750 652.31 25.000 EA | 75.00000 1875.00| 50.00000 1250.00| 40.00000 1000.00
TYPE I BARRICADE | | |
0760 652.312 8.000 EA | 200.00000 1600.00| 250.00000 2000.00| 50.00000 400.00
TYPE III BARRICADE | | |
0770 652.33 30.000 EA | 35.00000 1050.00| 50.00000 1500.00| 40.00000 1200.00
DRUM | | |
0780 652.34 30.000 EA | 20.00000 600.00| 20.00000 600.00| 30.00000 900.00
CONE | | |
0790 652.35 60.000 M2 | 100.00000 6000.00| 120.00000 7200.00| 110.00000 6600.00
CONSTRUCTION SIGNS | | |
0800 652.361 190.000 LS | 3500.00000 3500.00| 5000.00000 5000.00| 25000.00000 25000.00
MAINTENANCE OF TRAFFIC CONTROL DEVICES | | |
0810 652.38 300.000 MH | 14.00000 4200.00| 11.50000 3450.00| 14.00000 4200.00
FLAGGER | | |
0820 656.75 LUMP| 35000.00000 35000.00| 10000.00000 10000.00| 50000.00000 50000.00
TEMPORARY SOIL EROSION AND WATER | | |
POLLUTION CONTROL | | |
0830 659.10 LUMP| 65000.00000 65000.00| 140000.00000 140000.00| 90000.00000 90000.00
MOBILIZATION | | |
0840 660.21 1000.000 MH | 0.01000 10.00| 1.00000 1000.00| 1.00000 1000.00
ON-THE-JOB TRAINING (BID) | | |
SECTION TOTALS | $ 1,326,828.41| $ 1,435,421.78| $ 1,528,330.66
------------------------------------------+----------------------------+----------------------------+-------------------------------
CONTRACT TOTALS | $ 1,326,828.41| $ 1,435,421.78| $ 1,528,330.66
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