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LETTING DATE : 10/06/04 MAINE DEPARTMENT OF TRANSPORTATION DATE : 10/06/04
PAGE : 1
COUNTIE(S): PISCATAQUIS TABULATION OF BIDS
CONTRACT ID : 010091.00 COMPLETION DATE : 05/30/05
=========
PROJECT(S): BH-1009(100)X LOCATION(S): Guilford - Sangerville MAINE STATE DEPARTMENT OF TRANSPORTATION
A TRUE COPY : __________________________
TITLE : __________________________
ATTEST : ____________________________ CONTRACT DESCRIPTION : GUILFORD-SANGERVILLE, BRIDGE REPLACEMENT NOTARY PUBLIC
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TOTAL % OVER
RANK VENDOR NO./NAME BID LOW BID
--------------------------------------------------------------------------------------------------------------------------
1 001954 TECHNICAL CONSTRUCTION INC. $ 2,742,219.60 0.0000%
2 000032 REED & REED, INC. $ 2,896,232.80 0.0000%
3 000164 C P M CONSTRUCTORS $ 3,157,779.30 0.0000%
====================================================================================================================================
|( 1 ) 001954 |( 2 ) 000032 |( 3 ) 000164
|TECHNICAL CONSTRUCTION INC. |REED & REED INC. |C P M CONSTRUCTORS
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0001 BRIDGE ITEMS
| | |
0010 202.15 4.000 EA | 220.00000 880.00| 500.00000 2000.00| 475.00000 1900.00
REMOVING MANHOLE OR CATCH BASIN | | |
0020 202.19 1.000 LS | 180000.00000 180000.00| 185000.00000 185000.00| 335000.00000 335000.00
REMOVING EXISTING BRIDGE | | |
0030 202.203 60.000 M2 | 28.00000 1680.00| 30.00000 1800.00| 30.00000 1800.00
PAVEMENT BUTT JOINTS | | |
0040 203.20 780.000 M3 | 12.00000 9360.00| 10.00000 7800.00| 10.50000 8190.00
COMMON EXCAVATION | | |
0050 203.21 15.000 M3 | 225.00000 3375.00| 260.00000 3900.00| 200.00000 3000.00
ROCK EXCAVATION | | |
0060 203.24 13350.000 M3 | 6.00000 80100.00| 12.00000 160200.00| 14.00000 186900.00
COMMON BORROW | | |
0070 203.25 2700.000 M3 | 23.00000 62100.00| 25.00000 67500.00| 30.00000 81000.00
GRANULAR BORROW | | |
0080 206.082 3000.000 M3 | 25.00000 75000.00| 15.00000 45000.00| 25.00000 75000.00
STRUCTURAL EARTH EXCAVATION - MAJOR | | |
STRUCTURES | | |
0090 304.10 2820.000 M3 | 21.00000 59220.00| 16.00000 45120.00| 15.75000 44415.00
AGGREGATE SUBBASE COURSE - GRAVEL | | |
0100 403.209 50.000 MG | 140.00000 7000.00| 140.00000 7000.00| 140.00000 7000.00
HOT MIX ASPHALT 9.5 MM(SIDEWALKS,DRIVES | | |
INCIDENTAL ) | | |
0110 403.210 435.000 MG | 110.00000 47850.00| 105.00000 45675.00| 110.00000 47850.00
HOT MIX ASPHALT 9.5 MM NOMINAL MAX SIZE | | |
LETTING DATE : 10/06/04 MAINE DEPARTMENT OF TRANSPORTATION DATE : 10/06/04
PAGE : 2
COUNTIE(S): PISCATAQUIS TABULATION OF BIDS
CONTRACT ID : 010091.00
=========
====================================================================================================================================
|( 1 ) 001954 |( 2 ) 000032 |( 3 ) 000164
|TECHNICAL CONSTRUCTION INC. |REED & REED INC. |C P M CONSTRUCTORS
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0120 403.213 555.000 MG | 82.00000 45510.00| 78.00000 43290.00| 80.00000 44400.00
HOT MIX ASPHALT 12.5 MM, BASE | | |
0130 409.15 5.000 L | 4.00000 20.00| 4.00000 20.00| 4.00000 20.00
BITUMINOUS TACK COAT APPLIED | | |
0140 411.131 370.000 M2 | 10.00000 3700.00| 8.00000 2960.00| 8.00000 2960.00
STONE DUST SURFACE COURSE | | |
0150 501.231 2.000 EA | 2700.00000 5400.00| 2700.00000 5400.00| 2000.00000 4000.00
DYNAMIC LOADING TEST | | |
0160 501.53 890.000 M | 110.00000 97900.00| 115.00000 102350.00| 120.00000 106800.00
STEEL H-BEAM PILES 108 KG/M, DELIVERED | | |
0170 501.531 890.000 M | 10.00000 8900.00| 20.00000 17800.00| 25.00000 22250.00
STEEL H-BEAM PILES 108 KG/M, IN-PLACE | | |
0180 501.90 54.000 EA | 260.00000 14040.00| 175.00000 9450.00| 150.00000 8100.00
PILE TIPS | | |
0190 501.91 20.000 EA | 10.00000 200.00| 200.00000 4000.00| 1.00000 20.00
PILE SPLICES | | |
0200 501.92 LUMP| 20000.00000 20000.00| 25000.00000 25000.00| 20000.00000 20000.00
PILE DRIVING EQUIPMENT MOBILIZATION | | |
0210 502.219 1000.000 LS | 384900.00000 384900.00| 625000.00000 625000.00| 600000.00000 600000.00
STRUCTURAL CONCRETE, ABUTMENTS AND | | |
RETAINING WALLS | | |
0220 502.22 900.000 M3 | 130.00000 117000.00| 150.00000 135000.00| 150.00000 135000.00
STRUCTURAL CONCRETE, ABUTMENTS AND | | |
RETAINING WALLS (PLACED U NDER WATER) | | |
0230 502.26 155.000 LS | 146800.00000 146800.00| 225000.00000 225000.00| 182000.00000 182000.00
STRUCTURAL CONCRETE ROADWAY AND | | |
SIDEWALK SLABS ON STEEL BRIDGES | | |
0240 502.31 18.000 LS | 9300.00000 9300.00| 10000.00000 10000.00| 6000.00000 6000.00
STRUCTURAL CONCRETE APPROACH SLABS | | |
0250 502.49 40.000 LS | 31900.00000 31900.00| 24000.00000 24000.00| 14000.00000 14000.00
STRUCTURAL CONCRETE CURBS AND SIDEWALKS | | |
0260 503.12 68900.000 KG | 0.65000 44785.00| 0.25000 17225.00| 0.01000 689.00
REINFORCING STEEL, FABRICATED AND | | |
DELIVERED | | |
0270 503.13 68900.000 KG | 0.50000 34450.00| 0.10000 6890.00| 0.01000 689.00
REINFORCING STEEL, PLACING | | |
0280 504.70 108000.000 LS | 280000.00000 280000.00| 300000.00000 300000.00| 275000.00000 275000.00
STRUCTURAL STEEL FABRICATED AND | | |
DELIVERED | | |
0290 504.71 108000.000 LS | 50000.00000 50000.00| 40000.00000 40000.00| 55000.00000 55000.00
STRUCTURAL STEEL ERECTION | | |
LETTING DATE : 10/06/04 MAINE DEPARTMENT OF TRANSPORTATION DATE : 10/06/04
PAGE : 3
COUNTIE(S): PISCATAQUIS TABULATION OF BIDS
CONTRACT ID : 010091.00
=========
====================================================================================================================================
|( 1 ) 001954 |( 2 ) 000032 |( 3 ) 000164
|TECHNICAL CONSTRUCTION INC. |REED & REED INC. |C P M CONSTRUCTORS
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0300 505.08 1404.000 LS | 3700.00000 3700.00| 3000.00000 3000.00| 3200.00000 3200.00
SHEAR CONNECTORS | | |
0310 507.0811 44.500 LS | 17200.00000 17200.00| 16000.00000 16000.00| 17000.00000 17000.00
STEEL BRIDGE RAILING, 2 BAR | | |
0320 507.0831 44.500 LS | 24500.00000 24500.00| 25000.00000 25000.00| 25000.00000 25000.00
STEEL BRIDGE RAILING, 4 BAR | | |
0330 508.13 460.000 LS | 9900.00000 9900.00| 9500.00000 9500.00| 11000.00000 11000.00
MEMBRANE WATERPROOFING | | |
0340 511.07 LUMP| 144300.00000 144300.00| 100000.00000 100000.00| 100000.00000 100000.00
COFFERDAM: Abutment No. 1 | | |
0350 511.07 LUMP| 150400.00000 150400.00| 100000.00000 100000.00| 160000.00000 160000.00
COFFERDAM: Abutment No. 2 | | |
0360 512.081 65.000 LS | 2600.00000 2600.00| 1000.00000 1000.00| 5000.00000 5000.00
FRENCH DRAINS | | |
0370 514.06 1.000 EA | 1400.00000 1400.00| 1000.00000 1000.00| 1000.00000 1000.00
CURING BOX FOR CONCRETE CYLINDERS | | |
0380 515.21 755.000 LS | 4500.00000 4500.00| 1500.00000 1500.00| 2200.00000 2200.00
PROTECTIVE COATING FOR CONCRETE SURFACE | | |
0390 520.21 1.000 EA | 15700.00000 15700.00| 15000.00000 15000.00| 14600.00000 14600.00
EXPANSION DEVICE - GLAND SEAL | | |
0400 523.5401 4.000 EA | 2300.00000 9200.00| 2700.00000 10800.00| 2300.00000 9200.00
LAMINATED ELASTOMERIC BEARINGS, FIXED | | |
0410 523.5402 4.000 EA | 2300.00000 9200.00| 2700.00000 10800.00| 2300.00000 9200.00
LAMINATED ELASTOMERIC BEARINGS, | | |
EXPANSION | | |
0420 525.325 20.000 M2 | 360.00000 7200.00| 75.00000 1500.00| 250.00000 5000.00
DRY-LAID STONE RETAINING WALL | | |
0430 526.301 20.000 LS | 3600.00000 3600.00| 3000.00000 3000.00| 5000.00000 5000.00
TEMPORARY CONCRETE BARRIER TYPE I | | |
0440 526.34 4.000 EA | 1600.00000 6400.00| 2000.00000 8000.00| 1600.00000 6400.00
PERMANENT CONCRETE TRANSITION BARRIER | | |
0450 603.16 12.000 M | 90.00000 1080.00| 60.00000 720.00| 100.00000 1200.00
375 MM CULVERT PIPE OPTION I | | |
0460 603.17 10.000 M | 100.00000 1000.00| 75.00000 750.00| 100.00000 1000.00
450 MM CULVERT PIPE OPTION I | | |
0470 603.19 50.000 M | 120.00000 6000.00| 80.00000 4000.00| 100.00000 5000.00
600 MM CULVERT PIPE OPTION I | | |
0480 604.072 4.000 EA | 1600.00000 6400.00| 1600.00000 6400.00| 2000.00000 8000.00
CATCH BASIN TYPE A1-C | | |
0490 604.092 3.000 EA | 1400.00000 4200.00| 1600.00000 4800.00| 2000.00000 6000.00
CATCH BASIN TYPE B1-C | | |
LETTING DATE : 10/06/04 MAINE DEPARTMENT OF TRANSPORTATION DATE : 10/06/04
PAGE : 4
COUNTIE(S): PISCATAQUIS TABULATION OF BIDS
CONTRACT ID : 010091.00
=========
====================================================================================================================================
|( 1 ) 001954 |( 2 ) 000032 |( 3 ) 000164
|TECHNICAL CONSTRUCTION INC. |REED & REED INC. |C P M CONSTRUCTORS
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0500 604.18 2.000 EA | 330.00000 660.00| 450.00000 900.00| 450.00000 900.00
ADJUSTING MANHOLE OR CATCH BASIN TO | | |
GRADE | | |
0510 604.247 1.000 EA | 1200.00000 1200.00| 1000.00000 1000.00| 1200.00000 1200.00
CATCH BASIN TYPE F5-C | | |
0520 605.12 180.000 M | 140.00000 25200.00| 75.00000 13500.00| 140.00000 25200.00
375 MM UNDERDRAIN TYPE C | | |
0530 606.1721 4.000 EA | 1400.00000 5600.00| 1400.00000 5600.00| 1400.00000 5600.00
BRIDGE TRANSITION - TYPE 1 | | |
0540 606.265 3.000 EA | 61.00000 183.00| 60.00000 180.00| 60.00000 180.00
TERMINAL END - SINGLE RAIL - GALVANIZED | | |
STEEL | | |
0550 606.35 6.000 EA | 35.00000 210.00| 35.00000 210.00| 35.00000 210.00
GUARDRAIL DELINEATOR POST | | |
0560 606.55 87.600 M | 58.00000 5080.80| 60.00000 5256.00| 60.00000 5256.00
GUARDRAIL TYPE 3 - SINGLE RAIL | | |
0570 606.60 22.900 M | 62.00000 1419.80| 62.00000 1419.80| 62.00000 1419.80
GUARDRAIL TYPE 3 - OVER 4.5 METER RADIU | | |
0580 606.76 1.000 EA | 1900.00000 1900.00| 1900.00000 1900.00| 2000.00000 2000.00
MODIFIED ECCENTRIC LOADER TERMINAL | | |
0590 609.11 90.000 M | 80.00000 7200.00| 115.00000 10350.00| 120.00000 10800.00
VERTICAL CURB TYPE 1 | | |
0600 609.1145 25.000 M | 140.00000 3500.00| 115.00000 2875.00| 120.00000 3000.00
VERTICAL CURB TYPE 1 - 450 MM REVEAL | | |
0610 609.237 1.000 EA | 320.00000 320.00| 115.00000 115.00| 120.00000 120.00
TERMINAL CURB TYPE 1 - 2.1 METER | | |
0620 609.31 135.000 M | 17.00000 2295.00| 17.00000 2295.00| 17.00000 2295.00
CURB TYPE 3 | | |
0630 609.34 62.000 M | 180.00000 11160.00| 115.00000 7130.00| 120.00000 7440.00
CURB TYPE 5 | | |
0640 610.08 115.000 M3 | 42.00000 4830.00| 40.00000 4600.00| 40.00000 4600.00
PLAIN RIPRAP | | |
0650 610.16 700.000 M3 | 44.00000 30800.00| 80.00000 56000.00| 85.00000 59500.00
HEAVY RIPRAP | | |
0660 610.18 5.000 M3 | 41.00000 205.00| 50.00000 250.00| 50.00000 250.00
STONE DITCH PROTECTION | | |
0670 613.329 10.000 M2 | 4.00000 40.00| 3.50000 35.00| 4.00000 40.00
EXTENDED USE EROSION CONTROL BLANKETS | | |
0680 615.07 170.000 M3 | 55.00000 9350.00| 35.00000 5950.00| 30.00000 5100.00
LOAM | | |
0690 618.1301 10.000 UN | 40.00000 400.00| 50.00000 500.00| 35.00000 350.00
SEEDING METHOD NUMBER 1 - PLAN QUANTITY | | |
LETTING DATE : 10/06/04 MAINE DEPARTMENT OF TRANSPORTATION DATE : 10/06/04
PAGE : 5
COUNTIE(S): PISCATAQUIS TABULATION OF BIDS
CONTRACT ID : 010091.00
=========
====================================================================================================================================
|( 1 ) 001954 |( 2 ) 000032 |( 3 ) 000164
|TECHNICAL CONSTRUCTION INC. |REED & REED INC. |C P M CONSTRUCTORS
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0700 618.1411 25.000 UN | 40.00000 1000.00| 60.00000 1500.00| 38.00000 950.00
SEEDING METHOD NUMBER 3 - PLAN QUANTITY | | |
0710 619.1201 35.000 UN | 21.00000 735.00| 9.00000 315.00| 10.00000 350.00
MULCH - PLAN QUANTITY | | |
0720 619.1301 245.000 M3 | 42.00000 10290.00| 40.00000 9800.00| 40.00000 9800.00
BARK MULCH - PLAN QUANTITY | | |
0730 620.58 1250.000 M2 | 3.00000 3750.00| 4.00000 5000.00| 3.00000 3750.00
EROSION CONTROL GEOTEXTILE | | |
0740 621.038 6.000 EA | 180.00000 1080.00| 175.00000 1050.00| 160.00000 960.00
EVERGREEN TREES (1500 MM - 1800 MM) | | |
GROUP B | | |
0750 621.039 5.000 EA | 180.00000 900.00| 175.00000 875.00| 175.00000 875.00
EVERGREEN TREES (1500 MM - 1800 MM) | | |
GROUP C | | |
0760 621.18 8.000 EA | 130.00000 1040.00| 125.00000 1000.00| 110.00000 880.00
MEDIUM DECIDUOUS TREES (1800 MM - 2400 | | |
MM) GROUP C | | |
0770 621.267 9.000 EA | 280.00000 2520.00| 275.00000 2475.00| 275.00000 2475.00
LARGE DECIDUOUS TREE (45 MM - 50 MM | | |
CALIPER) GROUP A | | |
0780 621.389 18.000 EA | 33.00000 594.00| 33.00000 594.00| 30.00000 540.00
DWARF EVERGREENS (375 MM - 450 MM) | | |
GROUP A | | |
0790 621.487 18.000 EA | 44.00000 792.00| 44.00000 792.00| 50.00000 900.00
BROADLEAF EVERGREENS (450 MM - 600 MM) | | |
GROUP B | | |
0800 621.54 72.000 EA | 35.00000 2520.00| 35.00000 2520.00| 40.00000 2880.00
DECIDUOUS SHRUBS (450 MM - 600 MM) | | |
GROUP A | | |
0810 621.546 24.000 EA | 35.00000 840.00| 35.00000 840.00| 35.00000 840.00
DECIDUOUS SHRUBS (600 MM - 900 MM) | | |
GROUP A | | |
0820 621.71 72.000 EA | 13.00000 936.00| 13.00000 936.00| 20.00000 1440.00
HERBACEOUS PERENNIALS GROUP A | | |
0830 621.80 LUMP| 4000.00000 4000.00| 4000.00000 4000.00| 3500.00000 3500.00
ESTABLISHMENT PERIOD - TWO YEARS | | |
0840 627.18 4.000 M | 9.00000 36.00| 9.00000 36.00| 8.25000 33.00
300 MM SOLID WHITE PAVEMENT MARK LINE | | |
0850 627.711 1460.000 M | 0.80000 1168.00| 0.80000 1168.00| 0.75000 1095.00
WHITE OR YELLOW PAINTED PAVEMENT | | |
MARKING LINE (PLAN QUANTITY ) | | |
LETTING DATE : 10/06/04 MAINE DEPARTMENT OF TRANSPORTATION DATE : 10/06/04
PAGE : 6
COUNTIE(S): PISCATAQUIS TABULATION OF BIDS
CONTRACT ID : 010091.00
=========
====================================================================================================================================
|( 1 ) 001954 |( 2 ) 000032 |( 3 ) 000164
|TECHNICAL CONSTRUCTION INC. |REED & REED INC. |C P M CONSTRUCTORS
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0860 627.76 LUMP| 2000.00000 2000.00| 1.00000 1.00| 1000.00000 1000.00
TEMPORARY PAVEMENT MARKING LINE, WHITE | | |
OR YELLOW | | |
0870 629.05 10.000 HR | 35.00000 350.00| 30.00000 300.00| 50.00000 500.00
HAND LABOR, STRAIGHT TIME | | |
0880 631.12 10.000 HR | 120.00000 1200.00| 100.00000 1000.00| 100.00000 1000.00
ALL PURPOSE EXCAVATOR (INCLUDING | | |
OPERATOR) | | |
0890 631.14 10.000 HR | 110.00000 1100.00| 100.00000 1000.00| 150.00000 1500.00
GRADER (INCLUDING OPERATOR) | | |
0900 631.15 10.000 HR | 60.00000 600.00| 65.00000 650.00| 65.00000 650.00
ROLLER, EARTH AND BASE COURSE | | |
(INCLUDING OPERATOR) | | |
0910 631.172 10.000 HR | 55.00000 550.00| 48.00000 480.00| 50.00000 500.00
TRUCK - LARGE (INCLUDING OPERATOR) | | |
0920 639.18 1.000 EA | 9000.00000 9000.00| 10000.00000 10000.00| 10000.00000 10000.00
FIELD OFFICE TYPE A | | |
0930 652.38 250.000 HR | 15.00000 3750.00| 16.00000 4000.00| 15.00000 3750.00
FLAGGER | | |
0940 652.39 LUMP| 12300.00000 12300.00| 20000.00000 20000.00| 2500.00000 2500.00
WORK ZONE TRAFFIC CONTROL | | |
0950 656.75 LUMP| 10100.00000 10100.00| 8000.00000 8000.00| 5000.00000 5000.00
TEMPORARY SOIL EROSION AND WATER | | |
POLLUTION CONTROL | | |
0960 658.20 35.000 M2 | 19.00000 665.00| 19.00000 665.00| 18.50000 647.50
ACRYLIC LATEX COLOR FINISH, GREEN | | |
0970 659.10 LUMP| 305000.00000 305000.00| 210000.00000 210000.00| 300000.00000 300000.00
MOBILIZATION | | |
0980 660.21 2000.000 HR | 1.00000 2000.00| 0.01000 20.00| 0.01000 20.00
ON-THE-JOB TRAINING (BID) | | |
SECTION TOTALS | $ 2,742,219.60| $ 2,896,232.80| $ 3,157,779.30
------------------------------------------+----------------------------+----------------------------+-------------------------------
CONTRACT TOTALS | $ 2,742,219.60| $ 2,896,232.80| $ 3,157,779.30
====================================================================================================================================