Skip Maine state header navigation
LETTING DATE : 09/11/02 MAINE DEPARTMENT OF TRANSPORTATION DATE : 09/30/02
PAGE : 1
LOCATION : FORKSTOWN TWP. TABULATION OF BIDS
CONTRACT ID : 010516.20 COMPLETION DATE : 12/20/02
=========
PROJECT(S): 10516.20 COUNTIE(S) : SOMERSET MAINE STATE DEPARTMENT OF TRANSPORTATION
A TRUE COPY : __________________________
TITLE : __________________________
ATTEST : ____________________________ CONTRACT DESCRIPTION : SNOWMOBILE BRIDGE NOTARY PUBLIC
--------------------------------------------------------------------------------------------------------------------------
TOTAL % OVER
RANK VENDOR NO./NAME BID LOW BID
--------------------------------------------------------------------------------------------------------------------------
1 001094 K & K EXCAVATION, INC. $ 371,925.00 100.0000%
2 000118 STETSON & WATSON, J. V. $ 380,050.00 102.1846%
3 000032 REED & REED, INC. $ 413,750.00 111.2455%
4 000272 A & V CONSTRUCTION, CORP. $ 414,235.00 111.3759%
5 000063 WYMAN & SIMPSON, INC. $ 469,675.00 126.2822%
6 000416 T BUCK CONSTRUCTION INC. $ 479,072.50 128.8089%
7 000164 C P M CONSTRUCTORS $ 510,660.00 137.3019%
====================================================================================================================================
|( 1 ) 001094 |( 2 ) 000118 |( 3 ) 000032
|K & K EXCAVATION, INC. |STETSON & WATSON, J. V. |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 203.20 60.000 CY | 20.00000 1200.00| 20.00000 1200.00| 10.00000 600.00
COMMON EXCAVATION | | |
0020 203.24 335.000 CY | 18.00000 6030.00| 20.00000 6700.00| 20.00000 6700.00
COMMON BORROW | | |
0030 203.25 50.000 CY | 15.00000 750.00| 30.00000 1500.00| 22.00000 1100.00
GRANULAR BORROW | | |
0040 206.082 475.000 CY | 30.00000 14250.00| 20.00000 9500.00| 12.00000 5700.00
STRUCTURAL EARTH EXCAVATION - MAJOR | | |
STRUCTURES | | |
0050 304.10 150.000 CY | 20.00000 3000.00| 25.00000 3750.00| 25.00000 3750.00
AGGREGATE SUBBASE COURSE - GRAVEL | | |
0060 403.10 13.000 T | 250.00000 3250.00| 200.00000 2600.00| 200.00000 2600.00
HOT BITUMINOUS PAVEMENT, GRADING D | | |
0070 403.213 13.000 T | 250.00000 3250.00| 200.00000 2600.00| 200.00000 2600.00
HOT MIX ASPHALT 1/2 INCH NOMINAL MAX | | |
SIZE - BASE | | |
0080 409.15 60.000 G | 60.00000 3600.00| 15.00000 900.00| 15.00000 900.00
BITUMINOUS TACK COAT APPLIED | | |
0090 502.21 180.000 CY | 450.00000 81000.00| 300.00000 54000.00| 580.00000 104400.00
STRUCTURAL CONCRETE, ABUTMENTS AND | | |
RETAINING WALLS | | |
LETTING DATE : 09/11/02 MAINE DEPARTMENT OF TRANSPORTATION DATE : 09/30/02
PAGE : 2
LOCATION : FORKSTOWN TWP. TABULATION OF BIDS
CONTRACT ID : 010516.20
=========
====================================================================================================================================
|( 1 ) 001094 |( 2 ) 000118 |( 3 ) 000032
|K & K EXCAVATION, INC. |STETSON & WATSON, J. V. |REED & REED INC.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0100 503.12 15700.000 LB | 0.30000 4710.00| 1.25000 19625.00| 0.40000 6280.00
REINFORCING STEEL, FABRICATED AND | | |
DELIVERED | | |
0110 503.13 15700.000 LB | 0.30000 4710.00| 1.25000 19625.00| 0.85000 13345.00
REINFORCING STEEL, PLACING | | |
0120 504.716 LUMP| 200000.00000 200000.00| 210000.00000 210000.00| 240000.00000 240000.00
BRIDGE STRUCTURE AND ASSEMBLY DELIVERY | | |
& INSTALLATION | | |
0130 514.06 1.000 EA | 1000.00000 1000.00| 800.00000 800.00| 500.00000 500.00
CURING BOX FOR CONCRETE CYLINDERS | | |
0140 515.21 56.000 LS | 250.00000 250.00| 500.00000 500.00| 750.00000 750.00
PROTECTIVE COATING FOR CONCRETE SURFACE | | |
0150 615.07 15.000 CY | 35.00000 525.00| 50.00000 750.00| 35.00000 525.00
LOAM | | |
0160 618.1401 1.000 UN | 200.00000 200.00| 500.00000 500.00| 250.00000 250.00
SEEDING METHOD NUMBER 2 - PLAN QUANTITY | | |
0170 619.1201 1.000 UN | 200.00000 200.00| 500.00000 500.00| 250.00000 250.00
MULCH - PLAN QUANTITY | | |
0180 652.39 LUMP| 6000.00000 6000.00| 5000.00000 5000.00| 6000.00000 6000.00
WORK ZONE TRAFFIC CONTROL | | |
0190 656.75 LUMP| 3000.00000 3000.00| 5000.00000 5000.00| 2500.00000 2500.00
TEMPORARY SOIL EROSION AND WATER | | |
POLLUTION CONTROL | | |
0200 659.10 LUMP| 35000.00000 35000.00| 35000.00000 35000.00| 15000.00000 15000.00
MOBILIZATION | | |
SECTION TOTALS | $ 371,925.00| $ 380,050.00| $ 413,750.00
------------------------------------------+----------------------------+----------------------------+-------------------------------
CONTRACT TOTALS | $ 371,925.00| $ 380,050.00| $ 413,750.00
====================================================================================================================================
LETTING DATE : 09/11/02 MAINE DEPARTMENT OF TRANSPORTATION DATE : 09/30/02
PAGE : 3
LOCATION : FORKSTOWN TWP. TABULATION OF BIDS
CONTRACT ID : 010516.20
=========
====================================================================================================================================
|( 4 ) 000272 |( 5 ) 000063 |( 6 ) 000416
|A & V CONSTRUCTION, CORP. |WYMAN & SIMPSON, INC. |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 203.20 60.000 CY | 12.00000 720.00| 12.00000 720.00| 19.00000 1140.00
COMMON EXCAVATION | | |
0020 203.24 335.000 CY | 20.00000 6700.00| 15.00000 5025.00| 16.00000 5360.00
COMMON BORROW | | |
0030 203.25 50.000 CY | 36.00000 1800.00| 20.00000 1000.00| 32.50000 1625.00
GRANULAR BORROW | | |
0040 206.082 475.000 CY | 25.00000 11875.00| 22.00000 10450.00| 20.50000 9737.50
STRUCTURAL EARTH EXCAVATION - MAJOR | | |
STRUCTURES | | |
0050 304.10 150.000 CY | 40.00000 6000.00| 24.00000 3600.00| 24.50000 3675.00
AGGREGATE SUBBASE COURSE - GRAVEL | | |
0060 403.10 13.000 T | 200.00000 2600.00| 200.00000 2600.00| 200.00000 2600.00
HOT BITUMINOUS PAVEMENT, GRADING D | | |
0070 403.213 13.000 T | 200.00000 2600.00| 200.00000 2600.00| 200.00000 2600.00
HOT MIX ASPHALT 1/2 INCH NOMINAL MAX | | |
SIZE - BASE | | |
0080 409.15 60.000 G | 15.00000 900.00| 16.00000 960.00| 15.00000 900.00
BITUMINOUS TACK COAT APPLIED | | |
0090 502.21 180.000 CY | 350.00000 63000.00| 412.00000 74160.00| 385.00000 69300.00
STRUCTURAL CONCRETE, ABUTMENTS AND | | |
RETAINING WALLS | | |
0100 503.12 15700.000 LB | 0.28000 4396.00| 0.50000 7850.00| 0.35000 5495.00
REINFORCING STEEL, FABRICATED AND | | |
DELIVERED | | |
0110 503.13 15700.000 LB | 0.42000 6594.00| 0.30000 4710.00| 0.50000 7850.00
REINFORCING STEEL, PLACING | | |
0120 504.716 LUMP| 250000.00000 250000.00| 300000.00000 300000.00| 306500.00000 306500.00
BRIDGE STRUCTURE AND ASSEMBLY DELIVERY | | |
& INSTALLATION | | |
0130 514.06 1.000 EA | 1000.00000 1000.00| 700.00000 700.00| 800.00000 800.00
CURING BOX FOR CONCRETE CYLINDERS | | |
0140 515.21 56.000 LS | 800.00000 800.00| 750.00000 750.00| 340.00000 340.00
PROTECTIVE COATING FOR CONCRETE SURFACE | | |
0150 615.07 15.000 CY | 50.00000 750.00| 40.00000 600.00| 70.00000 1050.00
LOAM | | |
0160 618.1401 1.000 UN | 300.00000 300.00| 550.00000 550.00| 500.00000 500.00
SEEDING METHOD NUMBER 2 - PLAN QUANTITY | | |
0170 619.1201 1.000 UN | 200.00000 200.00| 150.00000 150.00| 100.00000 100.00
MULCH - PLAN QUANTITY | | |
LETTING DATE : 09/11/02 MAINE DEPARTMENT OF TRANSPORTATION DATE : 09/30/02
PAGE : 4
LOCATION : FORKSTOWN TWP. TABULATION OF BIDS
CONTRACT ID : 010516.20
=========
====================================================================================================================================
|( 4 ) 000272 |( 5 ) 000063 |( 6 ) 000416
|A & V CONSTRUCTION, CORP. |WYMAN & SIMPSON, INC. |T BUCK CONSTRUCTION INC.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0180 652.39 LUMP| 7000.00000 7000.00| 2000.00000 2000.00| 18000.00000 18000.00
WORK ZONE TRAFFIC CONTROL | | |
0190 656.75 LUMP| 4000.00000 4000.00| 3000.00000 3000.00| 9000.00000 9000.00
TEMPORARY SOIL EROSION AND WATER | | |
POLLUTION CONTROL | | |
0200 659.10 LUMP| 43000.00000 43000.00| 48250.00000 48250.00| 32500.00000 32500.00
MOBILIZATION | | |
SECTION TOTALS | $ 414,235.00| $ 469,675.00| $ 479,072.50
------------------------------------------+----------------------------+----------------------------+-------------------------------
CONTRACT TOTALS | $ 414,235.00| $ 469,675.00| $ 479,072.50
====================================================================================================================================
LETTING DATE : 09/11/02 MAINE DEPARTMENT OF TRANSPORTATION DATE : 09/30/02
PAGE : 5
LOCATION : FORKSTOWN TWP. TABULATION OF BIDS
CONTRACT ID : 010516.20
=========
====================================================================================================================================
|( 7 ) 000164 |( ) |( )
|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 203.20 60.000 CY | 15.00000 900.00| |
COMMON EXCAVATION | | |
0020 203.24 335.000 CY | 15.00000 5025.00| |
COMMON BORROW | | |
0030 203.25 50.000 CY | 50.00000 2500.00| |
GRANULAR BORROW | | |
0040 206.082 475.000 CY | 15.00000 7125.00| |
STRUCTURAL EARTH EXCAVATION - MAJOR | | |
STRUCTURES | | |
0050 304.10 150.000 CY | 35.00000 5250.00| |
AGGREGATE SUBBASE COURSE - GRAVEL | | |
0060 403.10 13.000 T | 200.00000 2600.00| |
HOT BITUMINOUS PAVEMENT, GRADING D | | |
0070 403.213 13.000 T | 200.00000 2600.00| |
HOT MIX ASPHALT 1/2 INCH NOMINAL MAX | | |
SIZE - BASE | | |
0080 409.15 60.000 G | 15.00000 900.00| |
BITUMINOUS TACK COAT APPLIED | | |
0090 502.21 180.000 CY | 510.00000 91800.00| |
STRUCTURAL CONCRETE, ABUTMENTS AND | | |
RETAINING WALLS | | |
0100 503.12 15700.000 LB | 0.30000 4710.00| |
REINFORCING STEEL, FABRICATED AND | | |
DELIVERED | | |
0110 503.13 15700.000 LB | 0.50000 7850.00| |
REINFORCING STEEL, PLACING | | |
0120 504.716 LUMP| 315000.00000 315000.00| |
BRIDGE STRUCTURE AND ASSEMBLY DELIVERY | | |
& INSTALLATION | | |
0130 514.06 1.000 EA | 750.00000 750.00| |
CURING BOX FOR CONCRETE CYLINDERS | | |
0140 515.21 56.000 LS | 500.00000 500.00| |
PROTECTIVE COATING FOR CONCRETE SURFACE | | |
0150 615.07 15.000 CY | 70.00000 1050.00| |
LOAM | | |
0160 618.1401 1.000 UN | 500.00000 500.00| |
SEEDING METHOD NUMBER 2 - PLAN QUANTITY | | |
0170 619.1201 1.000 UN | 100.00000 100.00| |
MULCH - PLAN QUANTITY | | |
LETTING DATE : 09/11/02 MAINE DEPARTMENT OF TRANSPORTATION DATE : 09/30/02
PAGE : 6
LOCATION : FORKSTOWN TWP. TABULATION OF BIDS
CONTRACT ID : 010516.20
=========
====================================================================================================================================
|( 7 ) 000164 |( ) |( )
|C P M CONSTRUCTORS | |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0180 652.39 LUMP| 7500.00000 7500.00| |
WORK ZONE TRAFFIC CONTROL | | |
0190 656.75 LUMP| 4000.00000 4000.00| |
TEMPORARY SOIL EROSION AND WATER | | |
POLLUTION CONTROL | | |
0200 659.10 LUMP| 50000.00000 50000.00| |
MOBILIZATION | | |
SECTION TOTALS | $ 510,660.00| $ 0.00| $ 0.00
------------------------------------------+----------------------------+----------------------------+-------------------------------
CONTRACT TOTALS | $ 510,660.00| $ 0.00| $
====================================================================================================================================