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LETTING DATE : 08/11/04 MAINE DEPARTMENT OF TRANSPORTATION DATE : 08/11/04
PAGE : 1
COUNTIE(S): SAGADAHOC TABULATION OF BIDS
CONTRACT ID : 010121.00 COMPLETION DATE : 06/30/05
=========
PROJECT(S): BR-10121(100)X LOCATION(S): BATH MAINE STATE DEPARTMENT OF TRANSPORTATION
A TRUE COPY : __________________________
TITLE : __________________________
ATTEST : ____________________________ CONTRACT DESCRIPTION : BATH, BRIDGE REPLACEMENT NOTARY PUBLIC
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TOTAL % OVER
RANK VENDOR NO./NAME BID LOW BID
--------------------------------------------------------------------------------------------------------------------------
1 001177 ATLANTIC MECHANICAL, INC. $ 571,673.82 100.0000%
2 001954 TECHNICAL CONSTRUCTION INC. $ 603,690.00 105.6004%
3 000032 REED & REED, INC. $ 646,628.50 113.1114%
4 000063 WYMAN & SIMPSON, INC. $ 692,259.00 121.0934%
====================================================================================================================================
|( 1 ) 001177 |( 2 ) 001954 |( 3 ) 000032
|ATLANTIC MECHANICAL, INC. |TECHNICAL CONSTRUCTION INC. |REED & REED INC.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0001 BRIDGE ITEMS
| | |
0010 202.19 110.000 LS | 30500.00000 30500.00| 45000.00000 45000.00| 40000.00000 40000.00
REMOVING EXISTING BRIDGE | | |
0020 203.20 480.000 M3 | 26.00000 12480.00| 20.00000 9600.00| 15.00000 7200.00
COMMON EXCAVATION | | |
0030 203.24 10.000 M3 | 16.00000 160.00| 20.00000 200.00| 18.00000 180.00
COMMON BORROW | | |
0040 203.25 230.000 M3 | 21.00000 4830.00| 40.00000 9200.00| 20.00000 4600.00
GRANULAR BORROW | | |
0050 206.082 140.000 M3 | 23.00000 3220.00| 40.00000 5600.00| 20.00000 2800.00
STRUCTURAL EARTH EXCAVATION - MAJOR | | |
STRUCTURES | | |
0060 206.092 33.000 M3 | 400.00000 13200.00| 290.00000 9570.00| 150.00000 4950.00
STRUCTURAL ROCK EXCAVATION - MAJOR | | |
STRUCTURES | | |
0070 304.10 480.000 M3 | 38.00000 18240.00| 30.00000 14400.00| 25.00000 12000.00
AGGREGATE SUBBASE COURSE - GRAVEL | | |
0080 403.209 43.000 MG | 120.00000 5160.00| 110.00000 4730.00| 105.00000 4515.00
HOT MIX ASPHALT 9.5 MM(SIDEWALKS,DRIVES | | |
INCIDENTAL ) | | |
0090 403.210 91.000 MG | 190.00000 17290.00| 160.00000 14560.00| 160.00000 14560.00
HOT MIX ASPHALT 9.5 MM NOMINAL MAX SIZE | | |
0100 403.213 71.000 MG | 318.00000 22578.00| 270.00000 19170.00| 265.00000 18815.00
HOT MIX ASPHALT 12.5 MM, BASE | | |
LETTING DATE : 08/11/04 MAINE DEPARTMENT OF TRANSPORTATION DATE : 08/11/04
PAGE : 2
COUNTIE(S): SAGADAHOC TABULATION OF BIDS
CONTRACT ID : 010121.00
=========
====================================================================================================================================
|( 1 ) 001177 |( 2 ) 001954 |( 3 ) 000032
|ATLANTIC MECHANICAL, INC. |TECHNICAL CONSTRUCTION INC. |REED & REED INC.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0110 502.21 210.000 M3 | 880.00000 184800.00| 480.00000 100800.00| 1050.00000 220500.00
STRUCTURAL CONCRETE, ABUTMENTS AND | | |
RETAINING WALLS | | |
0120 502.31 16.000 LS | 9000.00000 9000.00| 9300.00000 9300.00| 5000.00000 5000.00
STRUCTURAL CONCRETE APPROACH SLABS | | |
0130 502.49 11.000 LS | 8200.00000 8200.00| 9100.00000 9100.00| 15000.00000 15000.00
STRUCTURAL CONCRETE CURBS AND SIDEWALKS | | |
0140 502.56 20.000 M3 | 62.00000 1240.00| 420.00000 8400.00| 250.00000 5000.00
CONCRETE FILL | | |
0150 503.12 11200.000 KG | 1.00000 11200.00| 2.00000 22400.00| 1.00000 11200.00
REINFORCING STEEL, FABRICATED AND | | |
DELIVERED | | |
0160 503.13 11200.000 KG | 0.65000 7280.00| 2.00000 22400.00| 1.50000 16800.00
REINFORCING STEEL, PLACING | | |
0170 503.16 100.000 KG | 20.00000 2000.00| 20.00000 2000.00| 10.00000 1000.00
WELDED STEEL WIRE FABRIC, COMPLETE IN | | |
PLACE | | |
0180 504.905 43.000 LS | 13020.00000 13020.00| 23500.00000 23500.00| 42000.00000 42000.00
ROCK ANCHORS | | |
0190 507.0831 26.000 LS | 13488.00000 13488.00| 16000.00000 16000.00| 20000.00000 20000.00
STEEL BRIDGE RAILING, 4 BAR | | |
0200 508.14 88.000 LS | 4163.00000 4163.00| 4600.00000 4600.00| 4000.00000 4000.00
HIGH PERFORMANCE WATERPROOFING MEMBRANE | | |
0210 510.11 LUMP| 21500.00000 21500.00| 19400.00000 19400.00| 18000.00000 18000.00
SPECIAL DETOUR, PEDESTRIAN TRAFFIC ONLY | | |
0220 512.081 36.000 LS | 1800.00000 1800.00| 1700.00000 1700.00| 2500.00000 2500.00
FRENCH DRAINS | | |
0230 514.06 1.000 EA | 750.00000 750.00| 870.00000 870.00| 1000.00000 1000.00
CURING BOX FOR CONCRETE CYLINDERS | | |
0240 515.21 75.000 LS | 750.00000 750.00| 560.00000 560.00| 2500.00000 2500.00
PROTECTIVE COATING FOR CONCRETE SURFACE | | |
0250 526.301 24.000 LS | 4000.00000 4000.00| 4300.00000 4300.00| 3500.00000 3500.00
TEMPORARY CONCRETE BARRIER TYPE I | | |
0260 526.34 4.000 EA | 2160.00000 8640.00| 1400.00000 5600.00| 1500.00000 6000.00
PERMANENT CONCRETE TRANSITION BARRIER | | |
0270 535.60 30.000 LS | 46750.00000 46750.00| 84000.00000 84000.00| 65000.00000 65000.00
PRESTRESSED STRUCTURAL CONCRETE SLAB | | |
0280 604.092 2.000 EA | 1800.00000 3600.00| 2100.00000 4200.00| 1800.00000 3600.00
CATCH BASIN TYPE B1-C | | |
0290 605.09 10.000 M | 185.00000 1850.00| 170.00000 1700.00| 200.00000 2000.00
150 MM UNDERDRAIN TYPE B | | |
LETTING DATE : 08/11/04 MAINE DEPARTMENT OF TRANSPORTATION DATE : 08/11/04
PAGE : 3
COUNTIE(S): SAGADAHOC TABULATION OF BIDS
CONTRACT ID : 010121.00
=========
====================================================================================================================================
|( 1 ) 001177 |( 2 ) 001954 |( 3 ) 000032
|ATLANTIC MECHANICAL, INC. |TECHNICAL CONSTRUCTION INC. |REED & REED INC.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0300 606.1721 3.000 EA | 1380.00000 4140.00| 1200.00000 3600.00| 1200.00000 3600.00
BRIDGE TRANSITION - TYPE 1 | | |
0310 606.265 3.000 EA | 69.00000 207.00| 60.00000 180.00| 60.00000 180.00
TERMINAL END - SINGLE RAIL - GALVANIZED | | |
STEEL | | |
0320 606.35 5.000 EA | 40.25000 201.25| 40.00000 200.00| 35.00000 175.00
GUARDRAIL DELINEATOR POST | | |
0330 606.55 8.000 M | 65.37000 522.96| 60.00000 480.00| 57.00000 456.00
GUARDRAIL TYPE 3 - SINGLE RAIL | | |
0340 606.60 23.000 M | 65.37000 1503.51| 60.00000 1380.00| 57.00000 1311.00
GUARDRAIL TYPE 3 - OVER 4.5 METER RADIU | | |
0350 609.31 65.000 M | 30.00000 1950.00| 30.00000 1950.00| 25.00000 1625.00
CURB TYPE 3 | | |
0360 610.18 10.000 M3 | 264.00000 2640.00| 60.00000 600.00| 50.00000 500.00
STONE DITCH PROTECTION | | |
0370 613.329 20.000 M2 | 38.00000 760.00| 3.00000 60.00| 4.00000 80.00
EXTENDED USE EROSION CONTROL BLANKETS | | |
0380 615.07 10.000 M3 | 70.00000 700.00| 90.00000 900.00| 30.00000 300.00
LOAM | | |
0390 618.1301 1.000 UN | 172.50000 172.50| 150.00000 150.00| 100.00000 100.00
SEEDING METHOD NUMBER 1 - PLAN QUANTITY | | |
0400 618.15 1.000 KG | 51.75000 51.75| 50.00000 50.00| 10.00000 10.00
TEMPORARY SEEDING | | |
0410 619.1201 1.000 UN | 172.50000 172.50| 150.00000 150.00| 100.00000 100.00
MULCH - PLAN QUANTITY | | |
0420 621.395 25.000 EA | 78.20000 1955.00| 70.00000 1750.00| 68.00000 1700.00
DWARF EVERGREENS (450 MM - 600 MM) | | |
GROUP A Juniperus c.Sargenti (Sargent's | | |
Juniper) | | |
0430 621.531 48.000 EA | 72.45000 3477.60| 60.00000 2880.00| 63.00000 3024.00
DECIDUOUS SHRUBS (300 MM - 450 MM | | |
CALIBER) GROUP A Potentilla cv. | | |
'Buttercup' ('Buttercup' | | |
0440 621.546 25.000 EA | 74.75000 1868.75| 70.00000 1750.00| 65.00000 1625.00
DECIDUOUS SHRUBS (600 MM - 900 MM) | | |
GROUP A Forthysia Meadowlark | | |
(Meadowlark Forsyth | | |
0450 627.711 225.000 M | 4.72000 1062.00| 4.00000 900.00| 4.10000 922.50
WHITE OR YELLOW PAINTED PAVEMENT | | |
MARKING LINE (PLAN QUANTITY ) | | |
0460 629.05 10.000 HR | 35.00000 350.00| 30.00000 300.00| 30.00000 300.00
HAND LABOR, STRAIGHT TIME | | |
LETTING DATE : 08/11/04 MAINE DEPARTMENT OF TRANSPORTATION DATE : 08/11/04
PAGE : 4
COUNTIE(S): SAGADAHOC TABULATION OF BIDS
CONTRACT ID : 010121.00
=========
====================================================================================================================================
|( 1 ) 001177 |( 2 ) 001954 |( 3 ) 000032
|ATLANTIC MECHANICAL, INC. |TECHNICAL CONSTRUCTION INC. |REED & REED INC.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0470 631.12 10.000 HR | 125.00000 1250.00| 100.00000 1000.00| 85.00000 850.00
ALL PURPOSE EXCAVATOR (INCLUDING | | |
OPERATOR) | | |
0480 631.171 10.000 HR | 50.00000 500.00| 50.00000 500.00| 40.00000 400.00
TRUCK - SMALL (INCLUDING OPERATOR) | | |
0490 631.36 10.000 HR | 50.00000 500.00| 35.00000 350.00| 35.00000 350.00
FOREPERSON | | |
0500 637.071 LUMP| 2500.00000 2500.00| 1900.00000 1900.00| 2500.00000 2500.00
DUST CONTROL | | |
0510 639.19 1.000 EA | 5000.00000 5000.00| 8000.00000 8000.00| 6000.00000 6000.00
FIELD OFFICE TYPE B | | |
0520 652.38 100.000 HR | 20.00000 2000.00| 30.00000 3000.00| 13.00000 1300.00
FLAGGER | | |
0530 652.39 LUMP| 4000.00000 4000.00| 10500.00000 10500.00| 14000.00000 14000.00
WORK ZONE TRAFFIC CONTROL | | |
0540 656.75 LUMP| 2500.00000 2500.00| 3300.00000 3300.00| 6000.00000 6000.00
TEMPORARY SOIL EROSION AND WATER | | |
POLLUTION CONTROL | | |
0550 659.10 LUMP| 60000.00000 60000.00| 85000.00000 85000.00| 45000.00000 45000.00
MOBILIZATION | | |
SECTION TOTALS | $ 571,673.82| $ 603,690.00| $ 646,628.50
------------------------------------------+----------------------------+----------------------------+-------------------------------
CONTRACT TOTALS | $ 571,673.82| $ 603,690.00| $ 646,628.50
====================================================================================================================================
LETTING DATE : 08/11/04 MAINE DEPARTMENT OF TRANSPORTATION DATE : 08/11/04
PAGE : 5
COUNTIE(S): SAGADAHOC TABULATION OF BIDS
CONTRACT ID : 010121.00
=========
====================================================================================================================================
|( 4 ) 000063 |( ) |( )
|WYMAN & SIMPSON, INC. | |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0001 BRIDGE ITEMS
| | |
0010 202.19 110.000 LS | 110000.00000 110000.00| |
REMOVING EXISTING BRIDGE | | |
0020 203.20 480.000 M3 | 12.00000 5760.00| |
COMMON EXCAVATION | | |
0030 203.24 10.000 M3 | 15.00000 150.00| |
COMMON BORROW | | |
0040 203.25 230.000 M3 | 29.00000 6670.00| |
GRANULAR BORROW | | |
0050 206.082 140.000 M3 | 33.00000 4620.00| |
STRUCTURAL EARTH EXCAVATION - MAJOR | | |
STRUCTURES | | |
0060 206.092 33.000 M3 | 300.00000 9900.00| |
STRUCTURAL ROCK EXCAVATION - MAJOR | | |
STRUCTURES | | |
0070 304.10 480.000 M3 | 25.00000 12000.00| |
AGGREGATE SUBBASE COURSE - GRAVEL | | |
0080 403.209 43.000 MG | 110.00000 4730.00| |
HOT MIX ASPHALT 9.5 MM(SIDEWALKS,DRIVES | | |
INCIDENTAL ) | | |
0090 403.210 91.000 MG | 170.00000 15470.00| |
HOT MIX ASPHALT 9.5 MM NOMINAL MAX SIZE | | |
0100 403.213 71.000 MG | 280.00000 19880.00| |
HOT MIX ASPHALT 12.5 MM, BASE | | |
0110 502.21 210.000 M3 | 675.00000 141750.00| |
STRUCTURAL CONCRETE, ABUTMENTS AND | | |
RETAINING WALLS | | |
0120 502.31 16.000 LS | 6200.00000 6200.00| |
STRUCTURAL CONCRETE APPROACH SLABS | | |
0130 502.49 11.000 LS | 15000.00000 15000.00| |
STRUCTURAL CONCRETE CURBS AND SIDEWALKS | | |
0140 502.56 20.000 M3 | 330.00000 6600.00| |
CONCRETE FILL | | |
0150 503.12 11200.000 KG | 1.10000 12320.00| |
REINFORCING STEEL, FABRICATED AND | | |
DELIVERED | | |
0160 503.13 11200.000 KG | 0.40000 4480.00| |
REINFORCING STEEL, PLACING | | |
0170 503.16 100.000 KG | 15.00000 1500.00| |
WELDED STEEL WIRE FABRIC, COMPLETE IN | | |
PLACE | | |
LETTING DATE : 08/11/04 MAINE DEPARTMENT OF TRANSPORTATION DATE : 08/11/04
PAGE : 6
COUNTIE(S): SAGADAHOC TABULATION OF BIDS
CONTRACT ID : 010121.00
=========
====================================================================================================================================
|( 4 ) 000063 |( ) |( )
|WYMAN & SIMPSON, INC. | |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0180 504.905 43.000 LS | 35000.00000 35000.00| |
ROCK ANCHORS | | |
0190 507.0831 26.000 LS | 15000.00000 15000.00| |
STEEL BRIDGE RAILING, 4 BAR | | |
0200 508.14 88.000 LS | 4000.00000 4000.00| |
HIGH PERFORMANCE WATERPROOFING MEMBRANE | | |
0210 510.11 LUMP| 12000.00000 12000.00| |
SPECIAL DETOUR, PEDESTRIAN TRAFFIC ONLY | | |
0220 512.081 36.000 LS | 3500.00000 3500.00| |
FRENCH DRAINS | | |
0230 514.06 1.000 EA | 700.00000 700.00| |
CURING BOX FOR CONCRETE CYLINDERS | | |
0240 515.21 75.000 LS | 1500.00000 1500.00| |
PROTECTIVE COATING FOR CONCRETE SURFACE | | |
0250 526.301 24.000 LS | 5000.00000 5000.00| |
TEMPORARY CONCRETE BARRIER TYPE I | | |
0260 526.34 4.000 EA | 1500.00000 6000.00| |
PERMANENT CONCRETE TRANSITION BARRIER | | |
0270 535.60 30.000 LS | 113000.00000 113000.00| |
PRESTRESSED STRUCTURAL CONCRETE SLAB | | |
0280 604.092 2.000 EA | 1700.00000 3400.00| |
CATCH BASIN TYPE B1-C | | |
0290 605.09 10.000 M | 80.00000 800.00| |
150 MM UNDERDRAIN TYPE B | | |
0300 606.1721 3.000 EA | 1250.00000 3750.00| |
BRIDGE TRANSITION - TYPE 1 | | |
0310 606.265 3.000 EA | 63.00000 189.00| |
TERMINAL END - SINGLE RAIL - GALVANIZED | | |
STEEL | | |
0320 606.35 5.000 EA | 37.00000 185.00| |
GUARDRAIL DELINEATOR POST | | |
0330 606.55 8.000 M | 60.00000 480.00| |
GUARDRAIL TYPE 3 - SINGLE RAIL | | |
0340 606.60 23.000 M | 60.00000 1380.00| |
GUARDRAIL TYPE 3 - OVER 4.5 METER RADIU | | |
0350 609.31 65.000 M | 26.00000 1690.00| |
CURB TYPE 3 | | |
0360 610.18 10.000 M3 | 63.00000 630.00| |
STONE DITCH PROTECTION | | |
0370 613.329 20.000 M2 | 5.00000 100.00| |
EXTENDED USE EROSION CONTROL BLANKETS | | |
LETTING DATE : 08/11/04 MAINE DEPARTMENT OF TRANSPORTATION DATE : 08/11/04
PAGE : 7
COUNTIE(S): SAGADAHOC TABULATION OF BIDS
CONTRACT ID : 010121.00
=========
====================================================================================================================================
|( 4 ) 000063 |( ) |( )
|WYMAN & SIMPSON, INC. | |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0380 615.07 10.000 M3 | 37.00000 370.00| |
LOAM | | |
0390 618.1301 1.000 UN | 158.00000 158.00| |
SEEDING METHOD NUMBER 1 - PLAN QUANTITY | | |
0400 618.15 1.000 KG | 10.00000 10.00| |
TEMPORARY SEEDING | | |
0410 619.1201 1.000 UN | 158.00000 158.00| |
MULCH - PLAN QUANTITY | | |
0420 621.395 25.000 EA | 38.00000 950.00| |
DWARF EVERGREENS (450 MM - 600 MM) | | |
GROUP A Juniperus c.Sargenti (Sargent's | | |
Juniper) | | |
0430 621.531 48.000 EA | 38.00000 1824.00| |
DECIDUOUS SHRUBS (300 MM - 450 MM | | |
CALIBER) GROUP A Potentilla cv. | | |
'Buttercup' ('Buttercup' | | |
0440 621.546 25.000 EA | 38.00000 950.00| |
DECIDUOUS SHRUBS (600 MM - 900 MM) | | |
GROUP A Forthysia Meadowlark | | |
(Meadowlark Forsyth | | |
0450 627.711 225.000 M | 3.80000 855.00| |
WHITE OR YELLOW PAINTED PAVEMENT | | |
MARKING LINE (PLAN QUANTITY ) | | |
0460 629.05 10.000 HR | 30.00000 300.00| |
HAND LABOR, STRAIGHT TIME | | |
0470 631.12 10.000 HR | 95.00000 950.00| |
ALL PURPOSE EXCAVATOR (INCLUDING | | |
OPERATOR) | | |
0480 631.171 10.000 HR | 40.00000 400.00| |
TRUCK - SMALL (INCLUDING OPERATOR) | | |
0490 631.36 10.000 HR | 35.00000 350.00| |
FOREPERSON | | |
0500 637.071 LUMP| 800.00000 800.00| |
DUST CONTROL | | |
0510 639.19 1.000 EA | 4500.00000 4500.00| |
FIELD OFFICE TYPE B | | |
0520 652.38 100.000 HR | 13.50000 1350.00| |
FLAGGER | | |
0530 652.39 LUMP| 16000.00000 16000.00| |
WORK ZONE TRAFFIC CONTROL | | |
0540 656.75 LUMP| 8000.00000 8000.00| |
TEMPORARY SOIL EROSION AND WATER | | |
POLLUTION CONTROL | | |
LETTING DATE : 08/11/04 MAINE DEPARTMENT OF TRANSPORTATION DATE : 08/11/04
PAGE : 8
COUNTIE(S): SAGADAHOC TABULATION OF BIDS
CONTRACT ID : 010121.00
=========
====================================================================================================================================
|( 4 ) 000063 |( ) |( )
|WYMAN & SIMPSON, INC. | |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0550 659.10 LUMP| 69000.00000 69000.00| |
MOBILIZATION | | |
SECTION TOTALS | $ 692,259.00| $ 0.00| $ 0.00
------------------------------------------+----------------------------+----------------------------+-------------------------------
CONTRACT TOTALS | $ 692,259.00| $ 0.00| $
====================================================================================================================================