Skip Maine state header navigation
LETTING DATE : 11/12/03 MAINE DEPARTMENT OF TRANSPORTATION DATE : 11/12/03
PAGE : 1
COUNTIE(S): CUMBERLAND TABULATION OF BIDS
CONTRACT ID : 010157.56 COMPLETION DATE : 10/15/04
=========
PROJECT(S): BR-1015(756)X LOCATION(S): New Gloucester MAINE STATE DEPARTMENT OF TRANSPORTATION
A TRUE COPY : __________________________
TITLE : __________________________
ATTEST : ____________________________ CONTRACT DESCRIPTION : BRIDGE REPLACEMENT NOTARY PUBLIC
--------------------------------------------------------------------------------------------------------------------------
TOTAL % OVER
RANK VENDOR NO./NAME BID LOW BID
--------------------------------------------------------------------------------------------------------------------------
1 000063 WYMAN & SIMPSON, INC. $ 564,815.00 100.0000%
2 000164 C P M CONSTRUCTORS $ 731,376.00 129.4895%
3 001954 TECHNICAL CONSTRUCTION LLC $ 780,965.50 138.2693%
4 000416 T BUCK CONSTRUCTION INC. $ 847,055.66 149.9705%
====================================================================================================================================
|( 1 ) 000063 |( 2 ) 000164 |( 3 ) 001954
|WYMAN & SIMPSON, INC. |C P M CONSTRUCTORS |TECHNICAL CONSTRUCTION LLC
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0001 BRIDGE ITEMS
| | |
0010 202.19 1.000 LS | 67000.00000 67000.00| 30000.00000 30000.00| 75000.00000 75000.00
REMOVING EXISTING BRIDGE | | |
0020 203.20 610.000 M3 | 11.60000 7076.00| 10.00000 6100.00| 20.00000 12200.00
COMMON EXCAVATION | | |
0030 203.24 23.000 M3 | 16.00000 368.00| 30.00000 690.00| 6.00000 138.00
COMMON BORROW | | |
0040 203.25 8.000 M3 | 40.00000 320.00| 100.00000 800.00| 30.00000 240.00
GRANULAR BORROW | | |
0050 206.092 20.000 M3 | 200.00000 4000.00| 400.00000 8000.00| 230.00000 4600.00
STRUCTURAL ROCK EXCAVATION - MAJOR | | |
STRUCTURES | | |
0060 304.10 645.000 M3 | 23.00000 14835.00| 28.00000 18060.00| 18.00000 11610.00
AGGREGATE SUBBASE COURSE - GRAVEL | | |
0070 403.210 400.000 MG | 135.00000 54000.00| 125.00000 50000.00| 130.00000 52000.00
HOT MIX ASPHALT 9.5 MM NOMINAL MAX SIZE | | |
0080 409.15 90.000 L | 27.00000 2430.00| 25.00000 2250.00| 30.00000 2700.00
BITUMINOUS TACK COAT APPLIED | | |
0090 502.219 120.000 LS | 75000.00000 75000.00| 123000.00000 123000.00| 73700.00000 73700.00
STRUCTURAL CONCRETE, ABUTMENTS AND | | |
RETAINING WALLS | | |
0100 502.22 205.000 M3 | 300.00000 61500.00| 200.00000 41000.00| 160.00000 32800.00
STRUCTURAL CONCRETE, ABUTMENTS AND | | |
RETAINING WALLS (PLACED U NDER WATER) | | |
LETTING DATE : 11/12/03 MAINE DEPARTMENT OF TRANSPORTATION DATE : 11/12/03
PAGE : 2
COUNTIE(S): CUMBERLAND TABULATION OF BIDS
CONTRACT ID : 010157.56
=========
====================================================================================================================================
|( 1 ) 000063 |( 2 ) 000164 |( 3 ) 001954
|WYMAN & SIMPSON, INC. |C P M CONSTRUCTORS |TECHNICAL CONSTRUCTION LLC
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0110 502.25 6.000 LS | 7500.00000 7500.00| 12000.00000 12000.00| 6700.00000 6700.00
STRUCTURAL CONCRETE SUPERSTRUCTURE SLAB | | |
0120 502.31 16.000 LS | 7000.00000 7000.00| 6000.00000 6000.00| 7200.00000 7200.00
STRUCTURAL CONCRETE APPROACH SLABS | | |
0130 502.49 11.000 LS | 9500.00000 9500.00| 7000.00000 7000.00| 9400.00000 9400.00
STRUCTURAL CONCRETE CURBS AND SIDEWALKS | | |
0140 503.12 7135.000 KG | 1.00000 7135.00| 1.00000 7135.00| 1.00000 7135.00
REINFORCING STEEL, FABRICATED AND | | |
DELIVERED | | |
0150 503.13 7135.000 KG | 0.60000 4281.00| 2.00000 14270.00| 1.50000 10702.50
REINFORCING STEEL, PLACING | | |
0160 503.17 90.000 EA | 15.00000 1350.00| 15.00000 1350.00| 40.00000 3600.00
MECHANICAL WELDED SPLICE | | |
0170 507.0811 11.000 LS | 5000.00000 5000.00| 5000.00000 5000.00| 4200.00000 4200.00
STEEL BRIDGE RAILING, 2 BAR | | |
0180 507.0831 11.000 LS | 6500.00000 6500.00| 6000.00000 6000.00| 5500.00000 5500.00
STEEL BRIDGE RAILING, 4 BAR | | |
0190 508.13 105.000 LS | 3600.00000 3600.00| 3500.00000 3500.00| 3500.00000 3500.00
MEMBRANE WATERPROOFING | | |
0200 511.07 LUMP| 25000.00000 25000.00| 140000.00000 140000.00| 196600.00000 196600.00
COFFERDAM: | | |
0210 511.07 LUMP| 1000.00000 1000.00| 1.00000 1.00| 31600.00000 31600.00
COFFERDAM: ABUT 2 | | |
0220 512.081 37.000 LS | 2500.00000 2500.00| 4000.00000 4000.00| 1200.00000 1200.00
FRENCH DRAINS | | |
0230 514.06 1.000 EA | 700.00000 700.00| 750.00000 750.00| 760.00000 760.00
CURING BOX FOR CONCRETE CYLINDERS | | |
0240 515.21 115.000 LS | 1400.00000 1400.00| 700.00000 700.00| 570.00000 570.00
PROTECTIVE COATING FOR CONCRETE SURFACE | | |
0250 526.34 4.000 EA | 1450.00000 5800.00| 1600.00000 6400.00| 1100.00000 4400.00
PERMANENT CONCRETE TRANSITION BARRIER | | |
0260 535.60 45.000 LS | 75000.00000 75000.00| 80000.00000 80000.00| 77300.00000 77300.00
PRESTRESSED STRUCTURAL CONCRETE SLAB | | |
0270 603.159 13.000 M | 50.00000 650.00| 130.00000 1690.00| 100.00000 1300.00
300 MM CULVERT PIPE OPTION III | | |
0280 606.1721 4.000 EA | 1320.00000 5280.00| 1100.00000 4400.00| 1400.00000 5600.00
BRIDGE TRANSITION - TYPE 1 | | |
0290 606.265 3.000 EA | 72.00000 216.00| 60.00000 180.00| 60.00000 180.00
TERMINAL END - SINGLE RAIL - GALVANIZED | | |
STEEL | | |
0300 606.35 5.000 EA | 36.00000 180.00| 30.00000 150.00| 50.00000 250.00
GUARDRAIL DELINEATOR POST | | |
LETTING DATE : 11/12/03 MAINE DEPARTMENT OF TRANSPORTATION DATE : 11/12/03
PAGE : 3
COUNTIE(S): CUMBERLAND TABULATION OF BIDS
CONTRACT ID : 010157.56
=========
====================================================================================================================================
|( 1 ) 000063 |( 2 ) 000164 |( 3 ) 001954
|WYMAN & SIMPSON, INC. |C P M CONSTRUCTORS |TECHNICAL CONSTRUCTION LLC
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0310 606.55 42.000 M | 46.00000 1932.00| 40.00000 1680.00| 40.00000 1680.00
GUARDRAIL TYPE 3 - SINGLE RAIL | | |
0320 606.60 30.000 M | 50.00000 1500.00| 42.00000 1260.00| 50.00000 1500.00
GUARDRAIL TYPE 3 - OVER 4.5 METER RADIU | | |
0330 606.76 1.000 EA | 1800.00000 1800.00| 1500.00000 1500.00| 1800.00000 1800.00
MODIFIED ECCENTRIC LOADER TERMINAL | | |
0340 610.08 115.000 M3 | 62.00000 7130.00| 55.00000 6325.00| 40.00000 4600.00
PLAIN RIPRAP | | |
0350 615.07 15.000 M3 | 35.00000 525.00| 70.00000 1050.00| 60.00000 900.00
LOAM | | |
0360 618.1411 3.500 UN | 80.00000 280.00| 75.00000 262.50| 40.00000 140.00
SEEDING METHOD NUMBER 3 - PLAN QUANTITY | | |
0370 619.1201 3.500 UN | 50.00000 175.00| 45.00000 157.50| 100.00000 350.00
MULCH - PLAN QUANTITY | | |
0380 619.1401 35.000 M3 | 30.00000 1050.00| 45.00000 1575.00| 60.00000 2100.00
EROSION CONTROL MIX | | |
0390 620.58 200.000 M2 | 3.00000 600.00| 2.00000 400.00| 4.00000 800.00
EROSION CONTROL GEOTEXTILE | | |
0400 627.711 205.000 M | 4.40000 902.00| 4.00000 820.00| 2.00000 410.00
WHITE OR YELLOW PAINTED PAVEMENT | | |
MARKING LINE (PLAN QUANTITY ) | | |
0410 629.05 20.000 HR | 25.00000 500.00| 25.00000 500.00| 35.00000 700.00
HAND LABOR, STRAIGHT TIME | | |
0420 631.12 20.000 HR | 85.00000 1700.00| 80.00000 1600.00| 100.00000 2000.00
ALL PURPOSE EXCAVATOR (INCLUDING | | |
OPERATOR) | | |
0430 631.13 20.000 HR | 50.00000 1000.00| 75.00000 1500.00| 70.00000 1400.00
BULLDOZER (INCLUDING OPERATOR) | | |
0440 631.14 20.000 HR | 75.00000 1500.00| 100.00000 2000.00| 100.00000 2000.00
GRADER (INCLUDING OPERATOR) | | |
0450 631.172 20.000 HR | 35.00000 700.00| 46.00000 920.00| 60.00000 1200.00
TRUCK - LARGE (INCLUDING OPERATOR) | | |
0460 631.22 20.000 HR | 45.00000 900.00| 70.00000 1400.00| 70.00000 1400.00
FRONT END LOADER (INCLUDING OPERATOR) | | |
0470 637.071 LUMP| 1500.00000 1500.00| 1000.00000 1000.00| 2400.00000 2400.00
DUST CONTROL | | |
0480 639.19 1.000 EA | 3000.00000 3000.00| 5000.00000 5000.00| 5000.00000 5000.00
FIELD OFFICE TYPE B | | |
0490 643.72 LUMP| 17000.00000 17000.00| 17000.00000 17000.00| 20900.00000 20900.00
TEMPORARY TRAFFIC SIGNAL | | |
0500 652.39 LUMP| 5000.00000 5000.00| 20000.00000 20000.00| 14700.00000 14700.00
WORK ZONE TRAFFIC CONTROL | | |
LETTING DATE : 11/12/03 MAINE DEPARTMENT OF TRANSPORTATION DATE : 11/12/03
PAGE : 4
COUNTIE(S): CUMBERLAND TABULATION OF BIDS
CONTRACT ID : 010157.56
=========
====================================================================================================================================
|( 1 ) 000063 |( 2 ) 000164 |( 3 ) 001954
|WYMAN & SIMPSON, INC. |C P M CONSTRUCTORS |TECHNICAL CONSTRUCTION LLC
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0510 656.75 LUMP| 4000.00000 4000.00| 15000.00000 15000.00| 2300.00000 2300.00
TEMPORARY SOIL EROSION AND WATER | | |
POLLUTION CONTROL | | |
0520 659.10 LUMP| 56000.00000 56000.00| 70000.00000 70000.00| 70000.00000 70000.00
MOBILIZATION | | |
SECTION TOTALS | $ 564,815.00| $ 731,376.00| $ 780,965.50
------------------------------------------+----------------------------+----------------------------+-------------------------------
CONTRACT TOTALS | $ 564,815.00| $ 731,376.00| $ 780,965.50
====================================================================================================================================
LETTING DATE : 11/12/03 MAINE DEPARTMENT OF TRANSPORTATION DATE : 11/12/03
PAGE : 5
COUNTIE(S): CUMBERLAND TABULATION OF BIDS
CONTRACT ID : 010157.56
=========
====================================================================================================================================
|( 4 ) 000416 |( ) |( )
|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 202.19 1.000 LS | 160000.00000 160000.00| |
REMOVING EXISTING BRIDGE | | |
0020 203.20 610.000 M3 | 13.50000 8235.00| |
COMMON EXCAVATION | | |
0030 203.24 23.000 M3 | 19.75000 454.25| |
COMMON BORROW | | |
0040 203.25 8.000 M3 | 52.00000 416.00| |
GRANULAR BORROW | | |
0050 206.092 20.000 M3 | 150.00000 3000.00| |
STRUCTURAL ROCK EXCAVATION - MAJOR | | |
STRUCTURES | | |
0060 304.10 645.000 M3 | 22.50000 14512.50| |
AGGREGATE SUBBASE COURSE - GRAVEL | | |
0070 403.210 400.000 MG | 125.00000 50000.00| |
HOT MIX ASPHALT 9.5 MM NOMINAL MAX SIZE | | |
0080 409.15 90.000 L | 25.00000 2250.00| |
BITUMINOUS TACK COAT APPLIED | | |
0090 502.219 120.000 LS | 82250.00000 82250.00| |
STRUCTURAL CONCRETE, ABUTMENTS AND | | |
RETAINING WALLS | | |
0100 502.22 205.000 M3 | 285.00000 58425.00| |
STRUCTURAL CONCRETE, ABUTMENTS AND | | |
RETAINING WALLS (PLACED U NDER WATER) | | |
0110 502.25 6.000 LS | 11000.00000 11000.00| |
STRUCTURAL CONCRETE SUPERSTRUCTURE SLAB | | |
0120 502.31 16.000 LS | 8100.00000 8100.00| |
STRUCTURAL CONCRETE APPROACH SLABS | | |
0130 502.49 11.000 LS | 10000.00000 10000.00| |
STRUCTURAL CONCRETE CURBS AND SIDEWALKS | | |
0140 503.12 7135.000 KG | 1.00000 7135.00| |
REINFORCING STEEL, FABRICATED AND | | |
DELIVERED | | |
0150 503.13 7135.000 KG | 1.60000 11416.00| |
REINFORCING STEEL, PLACING | | |
0160 503.17 90.000 EA | 1.00000 90.00| |
MECHANICAL WELDED SPLICE | | |
0170 507.0811 11.000 LS | 4700.00000 4700.00| |
STEEL BRIDGE RAILING, 2 BAR | | |
0180 507.0831 11.000 LS | 6000.00000 6000.00| |
STEEL BRIDGE RAILING, 4 BAR | | |
LETTING DATE : 11/12/03 MAINE DEPARTMENT OF TRANSPORTATION DATE : 11/12/03
PAGE : 6
COUNTIE(S): CUMBERLAND TABULATION OF BIDS
CONTRACT ID : 010157.56
=========
====================================================================================================================================
|( 4 ) 000416 |( ) |( )
|T BUCK CONSTRUCTION INC. | |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0190 508.13 105.000 LS | 3400.00000 3400.00| |
MEMBRANE WATERPROOFING | | |
0200 511.07 LUMP| 81000.00000 81000.00| |
COFFERDAM: | | |
0210 511.07 LUMP| 81000.00000 81000.00| |
COFFERDAM: ABUT 2 | | |
0220 512.081 37.000 LS | 5000.00000 5000.00| |
FRENCH DRAINS | | |
0230 514.06 1.000 EA | 700.00000 700.00| |
CURING BOX FOR CONCRETE CYLINDERS | | |
0240 515.21 115.000 LS | 500.00000 500.00| |
PROTECTIVE COATING FOR CONCRETE SURFACE | | |
0250 526.34 4.000 EA | 1450.00000 5800.00| |
PERMANENT CONCRETE TRANSITION BARRIER | | |
0260 535.60 45.000 LS | 80000.00000 80000.00| |
PRESTRESSED STRUCTURAL CONCRETE SLAB | | |
0270 603.159 13.000 M | 135.00000 1755.00| |
300 MM CULVERT PIPE OPTION III | | |
0280 606.1721 4.000 EA | 1100.00000 4400.00| |
BRIDGE TRANSITION - TYPE 1 | | |
0290 606.265 3.000 EA | 60.00000 180.00| |
TERMINAL END - SINGLE RAIL - GALVANIZED | | |
STEEL | | |
0300 606.35 5.000 EA | 30.00000 150.00| |
GUARDRAIL DELINEATOR POST | | |
0310 606.55 42.000 M | 40.00000 1680.00| |
GUARDRAIL TYPE 3 - SINGLE RAIL | | |
0320 606.60 30.000 M | 43.00000 1290.00| |
GUARDRAIL TYPE 3 - OVER 4.5 METER RADIU | | |
0330 606.76 1.000 EA | 1500.00000 1500.00| |
MODIFIED ECCENTRIC LOADER TERMINAL | | |
0340 610.08 115.000 M3 | 48.00000 5520.00| |
PLAIN RIPRAP | | |
0350 615.07 15.000 M3 | 58.00000 870.00| |
LOAM | | |
0360 618.1411 3.500 UN | 75.00000 262.50| |
SEEDING METHOD NUMBER 3 - PLAN QUANTITY | | |
0370 619.1201 3.500 UN | 45.00000 157.50| |
MULCH - PLAN QUANTITY | | |
0380 619.1401 35.000 M3 | 65.00000 2275.00| |
EROSION CONTROL MIX | | |
LETTING DATE : 11/12/03 MAINE DEPARTMENT OF TRANSPORTATION DATE : 11/12/03
PAGE : 7
COUNTIE(S): CUMBERLAND TABULATION OF BIDS
CONTRACT ID : 010157.56
=========
====================================================================================================================================
|( 4 ) 000416 |( ) |( )
|T BUCK CONSTRUCTION INC. | |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0390 620.58 200.000 M2 | 4.00000 800.00| |
EROSION CONTROL GEOTEXTILE | | |
0400 627.711 205.000 M | 3.20000 656.00| |
WHITE OR YELLOW PAINTED PAVEMENT | | |
MARKING LINE (PLAN QUANTITY ) | | |
0410 629.05 20.000 HR | 30.00000 600.00| |
HAND LABOR, STRAIGHT TIME | | |
0420 631.12 20.000 HR | 120.00000 2400.00| |
ALL PURPOSE EXCAVATOR (INCLUDING | | |
OPERATOR) | | |
0430 631.13 20.000 HR | 85.00000 1700.00| |
BULLDOZER (INCLUDING OPERATOR) | | |
0440 631.14 20.000 HR | 100.00000 2000.00| |
GRADER (INCLUDING OPERATOR) | | |
0450 631.172 20.000 HR | 55.00000 1100.00| |
TRUCK - LARGE (INCLUDING OPERATOR) | | |
0460 631.22 20.000 HR | 85.00000 1700.00| |
FRONT END LOADER (INCLUDING OPERATOR) | | |
0470 637.071 LUMP| 2250.00000 2250.00| |
DUST CONTROL | | |
0480 639.19 1.000 EA | 7000.00000 7000.00| |
FIELD OFFICE TYPE B | | |
0490 643.72 LUMP| 16000.00000 16000.00| |
TEMPORARY TRAFFIC SIGNAL | | |
0500 652.39 LUMP| 25000.00000 25000.00| |
WORK ZONE TRAFFIC CONTROL | | |
0510 656.75 LUMP| 5000.00000 5000.00| |
TEMPORARY SOIL EROSION AND WATER | | |
POLLUTION CONTROL | | |
0520 659.10 LUMP| 65425.91000 65425.91| |
MOBILIZATION | | |
SECTION TOTALS | $ 847,055.66| $ 0.00| $ 0.00
------------------------------------------+----------------------------+----------------------------+-------------------------------
CONTRACT TOTALS | $ 847,055.66| $ 0.00| $
====================================================================================================================================