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LETTING DATE : 07/18/01 MAINE DEPARTMENT OF TRANSPORTATION DATE : 12/06/01
PAGE : 1
LOCATION : WASHINGTON TABULATION OF BIDS
UNION
CONTRACT ID : 008934.00
=========
COMPLETION DATE : 11/15/01
PROJECT(S): BR-8934(00)X COUNTIE(S) : KNOX MAINE STATE DEPTARTMENT OF TRANSPORTATION
A TRUE COPY : __________________________
TITLE : __________________________
CONTRACT DESCRIPTION : BRIDGE REPLACEMENT ATTEST : _______________________________
NOTARY PUBLIC
--------------------------------------------------------------------------------------------------------------------------
TOTAL % OVER
RANK VENDOR NO./NAME BID LOW BID
--------------------------------------------------------------------------------------------------------------------------
1 000272 A & V CONSTRUCTION, CORP. $ 343,741.50 100.0000%
2 001076 CONSTRUCTION DIVERS, INC. $ 353,177.50 102.7451%
3 000032 REED & REED, INC. $ 375,990.00 109.3816%
4 000164 C P M CONSTRUCTORS $ 382,945.00 111.4049%
5 000063 WYMAN & SIMPSON, INC. $ 399,694.00 116.2775%
====================================================================================================================================
|( 1 ) 000272 |( 2 ) 001076 |( 3 ) 000032
|A & V CONSTRUCTION, CORP. |CONSTRUCTION DIVERS, 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 202.19 138.000 LS | 20000.00000 20000.00| 14900.00000 14900.00| 25000.00000 25000.00
REMOVING EXISTING BRIDGE | | |
0020 203.20 305.000 M3 | 7.00000 2135.00| 7.90000 2409.50| 15.00000 4575.00
COMMON EXCAVATION | | |
0030 203.24 116.000 M3 | 12.00000 1392.00| 19.00000 2204.00| 20.00000 2320.00
COMMON BORROW | | |
0040 203.25 200.000 M3 | 25.00000 5000.00| 23.00000 4600.00| 20.00000 4000.00
GRANULAR BORROW | | |
0050 205.51 14.000 M2 | 40.00000 560.00| 128.00000 1792.00| 100.00000 1400.00
WIDENING OF EXISTING SHOULDER | | |
0060 206.082 140.000 M3 | 14.00000 1960.00| 42.00000 5880.00| 25.00000 3500.00
STRUCTURAL EARTH EXCAVATION - MAJOR | | |
STRUCTURES | | |
0070 304.10 307.000 M3 | 18.00000 5526.00| 25.00000 7675.00| 30.00000 9210.00
AGGREGATE SUBBASE COURSE - GRAVEL | | |
0080 403.208 60.000 MG | 69.00000 4140.00| 76.00000 4560.00| 70.00000 4200.00
HOT MIX ASPHALT 12.5 MM NOMINAL MAX SIZ | | |
0090 403.210 25.000 MG | 83.00000 2075.00| 59.00000 1475.00| 85.00000 2125.00
HOT MIX ASPHALT 9.5 MM NOMINAL MAX SIZE | | |
0100 403.211 6.000 MG | 86.00000 516.00| 59.00000 354.00| 85.00000 510.00
HOT MIX ASPHALT (SHIM) | | |
LETTING DATE : 07/18/01 MAINE DEPARTMENT OF TRANSPORTATION DATE : 12/06/01
PAGE : 2
LOCATION : WASHINGTON TABULATION OF BIDS
UNION
CONTRACT ID : 008934.00
=========
====================================================================================================================================
|( 1 ) 000272 |( 2 ) 001076 |( 3 ) 000032
|A & V CONSTRUCTION, CORP. |CONSTRUCTION DIVERS, INC. |REED & REED INC.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0110 403.213 33.000 MG | 69.00000 2277.00| 140.00000 4620.00| 70.00000 2310.00
HOT MIX ASPHALT 12.5 MM NOMINAL MAX | | |
SIZE - BASE | | |
0120 501.231 1.000 EA | 3500.00000 3500.00| 3000.00000 3000.00| 3500.00000 3500.00
DYNAMIC LOADING TEST | | |
0130 501.40 77.000 M | 110.00000 8470.00| 110.00000 8470.00| 200.00000 15400.00
STEEL H-BEAM PILES 79 KG/M, DELIVERED | | |
0140 501.401 77.000 M | 15.00000 1155.00| 16.50000 1270.50| 35.00000 2695.00
STEEL H-BEAM PILES 79 KG/M, IN PLACE | | |
0150 501.90 14.000 EA | 150.00000 2100.00| 93.00000 1302.00| 125.00000 1750.00
PILE TIPS | | |
0160 501.91 7.000 EA | 10.00000 70.00| 12.00000 84.00| 200.00000 1400.00
PILE SPLICES | | |
0170 501.92 LUMP| 25000.00000 25000.00| 18000.00000 18000.00| 3500.00000 3500.00
PILE DRIVING EQUIPMENT MOBILIZATION | | |
0180 502.21 51.000 M3 | 500.00000 25500.00| 250.00000 12750.00| 900.00000 45900.00
STRUCTURAL CONCRETE, ABUTMENTS AND | | |
RETAINING WALLS | | |
0190 503.12 3000.000 KG | 1.00000 3000.00| 1.00000 3000.00| 1.00000 3000.00
REINFORCING STEEL, FABRICATED AND | | |
DELIVERED | | |
0200 503.13 3000.000 KG | 0.60000 1800.00| 1.25000 3750.00| 1.00000 3000.00
REINFORCING STEEL, PLACING | | |
0210 504.702 31132.000 LS | 90000.00000 90000.00| 78000.00000 78000.00| 85000.00000 85000.00
STRUCTURAL STEEL FABRICATED AND | | |
DELIVERED, WELDED | | |
0220 504.71 31132.000 LS | 5000.00000 5000.00| 12500.00000 12500.00| 10000.00000 10000.00
STRUCTURAL STEEL ERECTION | | |
0230 508.14 19.000 LS | 1000.00000 1000.00| 2000.00000 2000.00| 1800.00000 1800.00
HIGH PERFORMANCE WATERPROOFING MEMBRANE | | |
0240 511.07 LUMP| 2500.00000 2500.00| 8500.00000 8500.00| 2000.00000 2000.00
COFFERDAM: 1 | | |
0250 511.07 LUMP| 2500.00000 2500.00| 8500.00000 8500.00| 2000.00000 2000.00
COFFERDAM: 2 | | |
0260 515.20 22.000 M2 | 4.00000 88.00| 90.00000 1980.00| 60.00000 1320.00
PROTECTIVE COATING FOR CONCRETE SURFACE | | |
0270 526.301 13.000 LS | 1000.00000 1000.00| 1500.00000 1500.00| 1000.00000 1000.00
TEMPORARY CONCRETE BARRIER TYPE I | | |
0280 528.701 33.000 LS | 10000.00000 10000.00| 36000.00000 36000.00| 25000.00000 25000.00
LAMINATED TIMBER BRIDGE SUPERSTRUCTURE | | |
ERECTION | | |
LETTING DATE : 07/18/01 MAINE DEPARTMENT OF TRANSPORTATION DATE : 12/06/01
PAGE : 3
LOCATION : WASHINGTON TABULATION OF BIDS
UNION
CONTRACT ID : 008934.00
=========
====================================================================================================================================
|( 1 ) 000272 |( 2 ) 001076 |( 3 ) 000032
|A & V CONSTRUCTION, CORP. |CONSTRUCTION DIVERS, INC. |REED & REED INC.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0290 528.91 40.000 M | 700.00000 28000.00| 775.00000 31000.00| 900.00000 36000.00
GLUE - LAMINATED TIMBER BRIDGE RAIL | | |
0300 605.095 36.000 M | 7.00000 252.00| 45.00000 1620.00| 70.00000 2520.00
150 MM UNDERDRAIN TYPE B - PIPE ONLY | | |
0310 606.1722 4.000 EA | 650.00000 2600.00| 670.00000 2680.00| 700.00000 2800.00
BRIDGE TRANSITION - TYPE 2 | | |
0320 606.35 6.000 EA | 25.00000 150.00| 35.00000 210.00| 25.00000 150.00
GUARDRAIL DELINEATOR POST | | |
0330 606.55 100.000 M | 47.00000 4700.00| 40.00000 4000.00| 40.00000 4000.00
GUARDRAIL TYPE 3 - SINGLE RAIL | | |
0340 606.60 8.000 M | 50.00000 400.00| 41.00000 328.00| 40.00000 320.00
GUARDRAIL TYPE 3 - OVER 4.5 METER RADIU | | |
0350 606.753 3.000 EA | 500.00000 1500.00| 1000.00000 3000.00| 500.00000 1500.00
WIDEN SHOULDER FOR LOW VOLUME END | | |
0360 606.78 3.000 EA | 520.00000 1560.00| 400.00000 1200.00| 500.00000 1500.00
LOW VOLUME GUARDRAIL END - TYPE 3 | | |
0370 610.08 275.000 M3 | 80.00000 22000.00| 58.00000 15950.00| 60.00000 16500.00
PLAIN RIPRAP | | |
0380 610.18 22.000 M3 | 80.00000 1760.00| 25.00000 550.00| 50.00000 1100.00
STONE DITCH PROTECTION | | |
0390 615.07 14.000 M3 | 25.00000 350.00| 32.00000 448.00| 35.00000 490.00
LOAM | | |
0400 617.381 28.000 M3 | 30.00000 840.00| 38.00000 1064.00| 35.00000 980.00
WOOD WASTE EROSION CONTROL MIX | | |
0410 618.1411 1.000 UN | 150.00000 150.00| 42.00000 42.00| 200.00000 200.00
SEEDING METHOD NUMBER 3 - PLAN QUANTITY | | |
0420 618.15 10.000 KG | 25.00000 250.00| 25.00000 250.00| 10.00000 100.00
TEMPORARY SEEDING | | |
0430 618.25 5.000 M3 | 150.00000 750.00| 60.00000 300.00| 50.00000 250.00
APPLIED WATER | | |
0440 619.1201 1.000 UN | 100.00000 100.00| 27.00000 27.00| 100.00000 100.00
MULCH - PLAN QUANTITY | | |
0450 620.58 133.000 M2 | 3.50000 465.50| 2.50000 332.50| 5.00000 665.00
EROSION CONTROL GEOTEXTILE | | |
0460 629.05 10.000 MH | 25.00000 250.00| 25.00000 250.00| 25.00000 250.00
HAND LABOR, STRAIGHT TIME | | |
0470 631.12 10.000 HR | 85.00000 850.00| 100.00000 1000.00| 75.00000 750.00
ALL PURPOSE EXCAVATOR (INCLUDING | | |
OPERATOR) | | |
0480 631.132 10.000 HR | 65.00000 650.00| 85.00000 850.00| 45.00000 450.00
SMALL BULLDOZER (INCLUDING OPERATOR) | | |
LETTING DATE : 07/18/01 MAINE DEPARTMENT OF TRANSPORTATION DATE : 12/06/01
PAGE : 4
LOCATION : WASHINGTON TABULATION OF BIDS
UNION
CONTRACT ID : 008934.00
=========
====================================================================================================================================
|( 1 ) 000272 |( 2 ) 001076 |( 3 ) 000032
|A & V CONSTRUCTION, CORP. |CONSTRUCTION DIVERS, INC. |REED & REED INC.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0490 631.172 10.000 HR | 40.00000 400.00| 40.00000 400.00| 45.00000 450.00
TRUCK - LARGE (INCLUDING OPERATOR) | | |
0500 637.071 LUMP| 1000.00000 1000.00| 2200.00000 2200.00| 500.00000 500.00
DUST CONTROL | | |
0510 639.19 1.000 EA | 3000.00000 3000.00| 1200.00000 1200.00| 4000.00000 4000.00
FIELD OFFICE TYPE B | | |
0520 652.39 LUMP| 6500.00000 6500.00| 3700.00000 3700.00| 1500.00000 1500.00
WORK ZONE TRAFFIC CONTROL | | |
0530 656.75 LUMP| 5000.00000 5000.00| 2500.00000 2500.00| 1500.00000 1500.00
TEMPORARY SOIL EROSION AND WATER | | |
POLLUTION CONTROL | | |
0540 659.10 LUMP| 32000.00000 32000.00| 27000.00000 27000.00| 30000.00000 30000.00
MOBILIZATION | | |
SECTION TOTALS | $ 343,741.50| $ 353,177.50| $ 375,990.00
------------------------------------------+----------------------------+----------------------------+-------------------------------
CONTRACT TOTALS | $ 343,741.50| $ 353,177.50| $ 375,990.00
====================================================================================================================================
LETTING DATE : 07/18/01 MAINE DEPARTMENT OF TRANSPORTATION DATE : 12/06/01
PAGE : 5
LOCATION : WASHINGTON TABULATION OF BIDS
UNION
CONTRACT ID : 008934.00
=========
====================================================================================================================================
|( 4 ) 000164 |( 5 ) 000063 |( )
|C P M CONSTRUCTORS |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 202.19 138.000 LS | 35000.00000 35000.00| 35000.00000 35000.00|
REMOVING EXISTING BRIDGE | | |
0020 203.20 305.000 M3 | 20.00000 6100.00| 10.00000 3050.00|
COMMON EXCAVATION | | |
0030 203.24 116.000 M3 | 22.00000 2552.00| 17.00000 1972.00|
COMMON BORROW | | |
0040 203.25 200.000 M3 | 25.00000 5000.00| 19.00000 3800.00|
GRANULAR BORROW | | |
0050 205.51 14.000 M2 | 50.00000 700.00| 115.00000 1610.00|
WIDENING OF EXISTING SHOULDER | | |
0060 206.082 140.000 M3 | 26.00000 3640.00| 30.00000 4200.00|
STRUCTURAL EARTH EXCAVATION - MAJOR | | |
STRUCTURES | | |
0070 304.10 307.000 M3 | 28.00000 8596.00| 22.00000 6754.00|
AGGREGATE SUBBASE COURSE - GRAVEL | | |
0080 403.208 60.000 MG | 70.00000 4200.00| 75.00000 4500.00|
HOT MIX ASPHALT 12.5 MM NOMINAL MAX SIZ | | |
0090 403.210 25.000 MG | 85.00000 2125.00| 90.00000 2250.00|
HOT MIX ASPHALT 9.5 MM NOMINAL MAX SIZE | | |
0100 403.211 6.000 MG | 85.00000 510.00| 92.00000 552.00|
HOT MIX ASPHALT (SHIM) | | |
0110 403.213 33.000 MG | 70.00000 2310.00| 75.00000 2475.00|
HOT MIX ASPHALT 12.5 MM NOMINAL MAX | | |
SIZE - BASE | | |
0120 501.231 1.000 EA | 3000.00000 3000.00| 3500.00000 3500.00|
DYNAMIC LOADING TEST | | |
0130 501.40 77.000 M | 150.00000 11550.00| 130.00000 10010.00|
STEEL H-BEAM PILES 79 KG/M, DELIVERED | | |
0140 501.401 77.000 M | 20.00000 1540.00| 30.00000 2310.00|
STEEL H-BEAM PILES 79 KG/M, IN PLACE | | |
0150 501.90 14.000 EA | 100.00000 1400.00| 150.00000 2100.00|
PILE TIPS | | |
0160 501.91 7.000 EA | 1.00000 7.00| 10.00000 70.00|
PILE SPLICES | | |
0170 501.92 LUMP| 12000.00000 12000.00| 12000.00000 12000.00|
PILE DRIVING EQUIPMENT MOBILIZATION | | |
0180 502.21 51.000 M3 | 750.00000 38250.00| 535.00000 27285.00|
STRUCTURAL CONCRETE, ABUTMENTS AND | | |
RETAINING WALLS | | |
LETTING DATE : 07/18/01 MAINE DEPARTMENT OF TRANSPORTATION DATE : 12/06/01
PAGE : 6
LOCATION : WASHINGTON TABULATION OF BIDS
UNION
CONTRACT ID : 008934.00
=========
====================================================================================================================================
|( 4 ) 000164 |( 5 ) 000063 |( )
|C P M CONSTRUCTORS |WYMAN & SIMPSON, INC. |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0190 503.12 3000.000 KG | 1.00000 3000.00| 1.00000 3000.00|
REINFORCING STEEL, FABRICATED AND | | |
DELIVERED | | |
0200 503.13 3000.000 KG | 0.70000 2100.00| 0.50000 1500.00|
REINFORCING STEEL, PLACING | | |
0210 504.702 31132.000 LS | 85000.00000 85000.00| 73800.00000 73800.00|
STRUCTURAL STEEL FABRICATED AND | | |
DELIVERED, WELDED | | |
0220 504.71 31132.000 LS | 15000.00000 15000.00| 7000.00000 7000.00|
STRUCTURAL STEEL ERECTION | | |
0230 508.14 19.000 LS | 2000.00000 2000.00| 2000.00000 2000.00|
HIGH PERFORMANCE WATERPROOFING MEMBRANE | | |
0240 511.07 LUMP| 2000.00000 2000.00| 20000.00000 20000.00|
COFFERDAM: 1 | | |
0250 511.07 LUMP| 2000.00000 2000.00| 20000.00000 20000.00|
COFFERDAM: 2 | | |
0260 515.20 22.000 M2 | 10.00000 220.00| 12.00000 264.00|
PROTECTIVE COATING FOR CONCRETE SURFACE | | |
0270 526.301 13.000 LS | 1000.00000 1000.00| 1500.00000 1500.00|
TEMPORARY CONCRETE BARRIER TYPE I | | |
0280 528.701 33.000 LS | 15000.00000 15000.00| 30000.00000 30000.00|
LAMINATED TIMBER BRIDGE SUPERSTRUCTURE | | |
ERECTION | | |
0290 528.91 40.000 M | 840.00000 33600.00| 830.00000 33200.00|
GLUE - LAMINATED TIMBER BRIDGE RAIL | | |
0300 605.095 36.000 M | 15.00000 540.00| 68.00000 2448.00|
150 MM UNDERDRAIN TYPE B - PIPE ONLY | | |
0310 606.1722 4.000 EA | 700.00000 2800.00| 760.00000 3040.00|
BRIDGE TRANSITION - TYPE 2 | | |
0320 606.35 6.000 EA | 25.00000 150.00| 27.00000 162.00|
GUARDRAIL DELINEATOR POST | | |
0330 606.55 100.000 M | 40.00000 4000.00| 42.00000 4200.00|
GUARDRAIL TYPE 3 - SINGLE RAIL | | |
0340 606.60 8.000 M | 40.00000 320.00| 42.00000 336.00|
GUARDRAIL TYPE 3 - OVER 4.5 METER RADIU | | |
0350 606.753 3.000 EA | 700.00000 2100.00| 1150.00000 3450.00|
WIDEN SHOULDER FOR LOW VOLUME END | | |
0360 606.78 3.000 EA | 500.00000 1500.00| 540.00000 1620.00|
LOW VOLUME GUARDRAIL END - TYPE 3 | | |
0370 610.08 275.000 M3 | 32.00000 8800.00| 55.00000 15125.00|
PLAIN RIPRAP | | |
LETTING DATE : 07/18/01 MAINE DEPARTMENT OF TRANSPORTATION DATE : 12/06/01
PAGE : 7
LOCATION : WASHINGTON TABULATION OF BIDS
UNION
CONTRACT ID : 008934.00
=========
====================================================================================================================================
|( 4 ) 000164 |( 5 ) 000063 |( )
|C P M CONSTRUCTORS |WYMAN & SIMPSON, INC. |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0380 610.18 22.000 M3 | 35.00000 770.00| 60.00000 1320.00|
STONE DITCH PROTECTION | | |
0390 615.07 14.000 M3 | 50.00000 700.00| 25.00000 350.00|
LOAM | | |
0400 617.381 28.000 M3 | 50.00000 1400.00| 35.00000 980.00|
WOOD WASTE EROSION CONTROL MIX | | |
0410 618.1411 1.000 UN | 200.00000 200.00| 200.00000 200.00|
SEEDING METHOD NUMBER 3 - PLAN QUANTITY | | |
0420 618.15 10.000 KG | 10.00000 100.00| 25.00000 250.00|
TEMPORARY SEEDING | | |
0430 618.25 5.000 M3 | 50.00000 250.00| 75.00000 375.00|
APPLIED WATER | | |
0440 619.1201 1.000 UN | 200.00000 200.00| 120.00000 120.00|
MULCH - PLAN QUANTITY | | |
0450 620.58 133.000 M2 | 5.00000 665.00| 2.00000 266.00|
EROSION CONTROL GEOTEXTILE | | |
0460 629.05 10.000 MH | 25.00000 250.00| 20.00000 200.00|
HAND LABOR, STRAIGHT TIME | | |
0470 631.12 10.000 HR | 85.00000 850.00| 80.00000 800.00|
ALL PURPOSE EXCAVATOR (INCLUDING | | |
OPERATOR) | | |
0480 631.132 10.000 HR | 50.00000 500.00| 40.00000 400.00|
SMALL BULLDOZER (INCLUDING OPERATOR) | | |
0490 631.172 10.000 HR | 45.00000 450.00| 35.00000 350.00|
TRUCK - LARGE (INCLUDING OPERATOR) | | |
0500 637.071 LUMP| 1000.00000 1000.00| 1000.00000 1000.00|
DUST CONTROL | | |
0510 639.19 1.000 EA | 5000.00000 5000.00| 1500.00000 1500.00|
FIELD OFFICE TYPE B | | |
0520 652.39 LUMP| 8000.00000 8000.00| 5000.00000 5000.00|
WORK ZONE TRAFFIC CONTROL | | |
0530 656.75 LUMP| 5000.00000 5000.00| 2500.00000 2500.00|
TEMPORARY SOIL EROSION AND WATER | | |
POLLUTION CONTROL | | |
0540 659.10 LUMP| 38000.00000 38000.00| 38000.00000 38000.00|
MOBILIZATION | | |
SECTION TOTALS | $ 382,945.00| $ 399,694.00| $ 0.00
------------------------------------------+----------------------------+----------------------------+-------------------------------
CONTRACT TOTALS | $ 382,945.00| $ 399,694.00| $
====================================================================================================================================