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LETTING DATE : 06/06/01 MAINE DEPARTMENT OF TRANSPORTATION DATE : 12/05/01
PAGE : 1
LOCATION : TABULATION OF BIDS
CONTRACT ID : 008994.00
=========
COMPLETION DATE : 10/15/01
PROJECT(S): STP-8994(00)X COUNTIE(S) : WALDO MAINE STATE DEPTARTMENT OF TRANSPORTATION
A TRUE COPY : __________________________
TITLE : __________________________
CONTRACT DESCRIPTION : STRUCTURAL PLATE PIPE ARCH ATTEST : _______________________________
NOTARY PUBLIC
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TOTAL % OVER
RANK VENDOR NO./NAME BID LOW BID
--------------------------------------------------------------------------------------------------------------------------
1 000104 ROBERT WARDWELL & SONS, INC. $ 137,870.50 100.0000%
2 000014 FARRIN BROS. & SMITH, INC. $ 147,777.77 107.1859%
3 000063 WYMAN & SIMPSON, INC. $ 186,872.00 135.5417%
4 000024 LEE BROTHERS INC. $ 208,230.00 151.0330%
5 001104 FUNDY CONTRACTORS, INC. $ 222,434.50 161.3358%
====================================================================================================================================
|( 1 ) 000104 |( 2 ) 000014 |( 3 ) 000063
|ROBERT WARDWELL & SONS, INC |FARRIN BROS. & SMITH, INC. |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 1.000 LS | 14000.00000 14000.00| 2000.00000 2000.00| 25000.00000 25000.00
REMOVING EXISTING BRIDGE | | |
0020 203.20 315.000 M3 | 3.00000 945.00| 5.00000 1575.00| 7.00000 2205.00
COMMON EXCAVATION | | |
0030 203.24 230.000 M3 | 15.00000 3450.00| 2.00000 460.00| 10.50000 2415.00
COMMON BORROW | | |
0040 203.25 200.000 M3 | 34.00000 6800.00| 42.50000 8500.00| 22.00000 4400.00
GRANULAR BORROW | | |
0050 205.51 80.000 M2 | 21.00000 1680.00| 12.50000 1000.00| 25.00000 2000.00
WIDENING OF EXISTING SHOULDER | | |
0060 206.07 50.000 M3 | 42.00000 2100.00| 30.00000 1500.00| 75.00000 3750.00
STRUCTURAL ROCK EXCAVATION - DRAINAGE | | |
AND MINOR STRUCTURES | | |
0070 304.10 475.000 M3 | 4.00000 1900.00| 10.00000 4750.00| 22.00000 10450.00
AGGREGATE SUBBASE COURSE - GRAVEL | | |
0080 403.207 135.000 MG | 62.00000 8370.00| 62.00000 8370.00| 70.00000 9450.00
HOT MIX ASPHALT 19.0 MM NOMINAL MAX SIZ | | |
0090 403.208 90.000 MG | 64.00000 5760.00| 64.00000 5760.00| 70.00000 6300.00
HOT MIX ASPHALT 12.5 MM NOMINAL MAX SIZ | | |
0100 509.11 11600.000 LS | 44800.00000 44800.00| 27000.00000 27000.00| 54000.00000 54000.00
STRUCTURAL PLATE PIPE | | |
LETTING DATE : 06/06/01 MAINE DEPARTMENT OF TRANSPORTATION DATE : 12/05/01
PAGE : 2
LOCATION : TABULATION OF BIDS
CONTRACT ID : 008994.00
=========
====================================================================================================================================
|( 1 ) 000104 |( 2 ) 000014 |( 3 ) 000063
|ROBERT WARDWELL & SONS, INC |FARRIN BROS. & SMITH, INC. |WYMAN & SIMPSON, INC.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0110 526.301 24.000 LS | 1500.00000 1500.00| 1000.00000 1000.00| 1000.00000 1000.00
TEMPORARY CONCRETE BARRIER TYPE I | | |
0120 606.35 6.000 EA | 30.00000 180.00| 30.00000 180.00| 32.00000 192.00
GUARDRAIL DELINEATOR POST | | |
0130 606.55 126.000 M | 30.75000 3874.50| 30.75000 3874.50| 35.00000 4410.00
GUARDRAIL TYPE 3 - SINGLE RAIL | | |
0140 606.752 2.000 EA | 780.00000 1560.00| 1500.00000 3000.00| 950.00000 1900.00
WIDEN SHOULDER FOR MODIFIED ECCENTRIC | | |
LOADER TERMINAL | | |
0150 606.76 4.000 EA | 1200.00000 4800.00| 1200.00000 4800.00| 1500.00000 6000.00
MODIFIED ECCENTRIC LOADER TERMINAL | | |
0160 610.08 280.000 M3 | 37.00000 10360.00| 50.00000 14000.00| 50.00000 14000.00
PLAIN RIPRAP | | |
0170 610.18 12.000 M3 | 37.00000 444.00| 48.00000 576.00| 60.00000 720.00
STONE DITCH PROTECTION | | |
0180 613.319 80.000 M2 | 2.00000 160.00| 2.00000 160.00| 3.50000 280.00
TEMPORARY EROSION CONTROL BLANKET | | |
0190 613.329 100.000 M2 | 4.87000 487.00| 3.00000 300.00| 6.00000 600.00
EXTENDED USE EROSION CONTROL BLANKETS | | |
0200 615.07 40.000 M3 | 28.00000 1120.00| 33.00000 1320.00| 26.00000 1040.00
LOAM | | |
0210 618.1401 8.000 UN | 30.00000 240.00| 80.00000 640.00| 70.00000 560.00
SEEDING METHOD NUMBER 2 - PLAN QUANTITY | | |
0220 618.15 5.000 KG | 10.00000 50.00| 10.00000 50.00| 20.00000 100.00
TEMPORARY SEEDING | | |
0230 619.1201 8.000 UN | 25.00000 200.00| 20.00000 160.00| 70.00000 560.00
MULCH - PLAN QUANTITY | | |
0240 627.71 240.000 M | 2.00000 480.00| 2.00000 480.00| 3.50000 840.00
100 MM WHITE PAVEMENT MARKING LINE | | |
0250 627.73 70.000 M | 2.00000 140.00| 2.00000 140.00| 7.00000 490.00
100 MM YELLOW PAVEMENT MARKING LINE | | |
0260 629.05 10.000 MH | 20.00000 200.00| 30.00000 300.00| 22.00000 220.00
HAND LABOR, STRAIGHT TIME | | |
0270 631.12 10.000 HR | 90.00000 900.00| 90.00000 900.00| 85.00000 850.00
ALL PURPOSE EXCAVATOR (INCLUDING | | |
OPERATOR) | | |
0280 631.171 10.000 HR | 40.00000 400.00| 45.00000 450.00| 32.00000 320.00
TRUCK - SMALL (INCLUDING OPERATOR) | | |
0290 631.36 10.000 MH | 35.00000 350.00| 40.00000 400.00| 30.00000 300.00
FOREMAN | | |
0300 637.071 LUMP| 780.00000 780.00| 1000.00000 1000.00| 1800.00000 1800.00
DUST CONTROL | | |
LETTING DATE : 06/06/01 MAINE DEPARTMENT OF TRANSPORTATION DATE : 12/05/01
PAGE : 3
LOCATION : TABULATION OF BIDS
CONTRACT ID : 008994.00
=========
====================================================================================================================================
|( 1 ) 000104 |( 2 ) 000014 |( 3 ) 000063
|ROBERT WARDWELL & SONS, INC |FARRIN BROS. & SMITH, INC. |WYMAN & SIMPSON, INC.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0310 652.39 LUMP| 2410.00000 2410.00| 5000.00000 5000.00| 6400.00000 6400.00
WORK ZONE TRAFFIC CONTROL | | |
0320 656.75 LUMP| 2700.00000 2700.00| 3000.00000 3000.00| 4800.00000 4800.00
TEMPORARY SOIL EROSION AND WATER | | |
POLLUTION CONTROL | | |
0330 659.10 LUMP| 14250.00000 14250.00| 44652.27000 44652.27| 19000.00000 19000.00
MOBILIZATION | | |
0340 617.381 8.000 M3 | 60.00000 480.00| 60.00000 480.00| 65.00000 520.00
WOOD WASTE EROSION CONTROL MIX | | |
SECTION TOTALS | $ 137,870.50| $ 147,777.77| $ 186,872.00
------------------------------------------+----------------------------+----------------------------+-------------------------------
CONTRACT TOTALS | $ 137,870.50| $ 147,777.77| $ 186,872.00
====================================================================================================================================
LETTING DATE : 06/06/01 MAINE DEPARTMENT OF TRANSPORTATION DATE : 12/05/01
PAGE : 4
LOCATION : TABULATION OF BIDS
CONTRACT ID : 008994.00
=========
====================================================================================================================================
|( 4 ) 000024 |( 5 ) 001104 |( )
|LEE BROTHERS INC. |FUNDY CONTRACTORS, 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 | 30000.00000 30000.00| 24030.00000 24030.00|
REMOVING EXISTING BRIDGE | | |
0020 203.20 315.000 M3 | 11.00000 3465.00| 14.10000 4441.50|
COMMON EXCAVATION | | |
0030 203.24 230.000 M3 | 17.00000 3910.00| 21.11000 4855.30|
COMMON BORROW | | |
0040 203.25 200.000 M3 | 18.00000 3600.00| 40.76000 8152.00|
GRANULAR BORROW | | |
0050 205.51 80.000 M2 | 50.00000 4000.00| 50.22000 4017.60|
WIDENING OF EXISTING SHOULDER | | |
0060 206.07 50.000 M3 | 130.00000 6500.00| 61.00000 3050.00|
STRUCTURAL ROCK EXCAVATION - DRAINAGE | | |
AND MINOR STRUCTURES | | |
0070 304.10 475.000 M3 | 25.00000 11875.00| 25.39000 12060.25|
AGGREGATE SUBBASE COURSE - GRAVEL | | |
0080 403.207 135.000 MG | 170.00000 22950.00| 128.32000 17323.20|
HOT MIX ASPHALT 19.0 MM NOMINAL MAX SIZ | | |
0090 403.208 90.000 MG | 170.00000 15300.00| 128.32000 11548.80|
HOT MIX ASPHALT 12.5 MM NOMINAL MAX SIZ | | |
0100 509.11 11600.000 LS | 47000.00000 47000.00| 46795.50000 46795.50|
STRUCTURAL PLATE PIPE | | |
0110 526.301 24.000 LS | 4000.00000 4000.00| 2500.00000 2500.00|
TEMPORARY CONCRETE BARRIER TYPE I | | |
0120 606.35 6.000 EA | 40.00000 240.00| 35.89000 215.34|
GUARDRAIL DELINEATOR POST | | |
0130 606.55 126.000 M | 37.00000 4662.00| 37.29000 4698.54|
GUARDRAIL TYPE 3 - SINGLE RAIL | | |
0140 606.752 2.000 EA | 900.00000 1800.00| 1643.51000 3287.02|
WIDEN SHOULDER FOR MODIFIED ECCENTRIC | | |
LOADER TERMINAL | | |
0150 606.76 4.000 EA | 1600.00000 6400.00| 1674.98000 6699.92|
MODIFIED ECCENTRIC LOADER TERMINAL | | |
0160 610.08 280.000 M3 | 50.00000 14000.00| 51.23000 14344.40|
PLAIN RIPRAP | | |
0170 610.18 12.000 M3 | 50.00000 600.00| 109.16000 1309.92|
STONE DITCH PROTECTION | | |
0180 613.319 80.000 M2 | 3.00000 240.00| 4.13000 330.40|
TEMPORARY EROSION CONTROL BLANKET | | |
0190 613.329 100.000 M2 | 3.00000 300.00| 4.50000 450.00|
EXTENDED USE EROSION CONTROL BLANKETS | | |
LETTING DATE : 06/06/01 MAINE DEPARTMENT OF TRANSPORTATION DATE : 12/05/01
PAGE : 5
LOCATION : TABULATION OF BIDS
CONTRACT ID : 008994.00
=========
====================================================================================================================================
|( 4 ) 000024 |( 5 ) 001104 |( )
|LEE BROTHERS INC. |FUNDY CONTRACTORS, INC. |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0200 615.07 40.000 M3 | 30.00000 1200.00| 47.93000 1917.20|
LOAM | | |
0210 618.1401 8.000 UN | 100.00000 800.00| 149.55000 1196.40|
SEEDING METHOD NUMBER 2 - PLAN QUANTITY | | |
0220 618.15 5.000 KG | 25.00000 125.00| 119.64000 598.20|
TEMPORARY SEEDING | | |
0230 619.1201 8.000 UN | 50.00000 400.00| 149.55000 1196.40|
MULCH - PLAN QUANTITY | | |
0240 627.71 240.000 M | 2.30000 552.00| 3.92000 940.80|
100 MM WHITE PAVEMENT MARKING LINE | | |
0250 627.73 70.000 M | 2.30000 161.00| 7.85000 549.50|
100 MM YELLOW PAVEMENT MARKING LINE | | |
0260 629.05 10.000 MH | 20.00000 200.00| 23.93000 239.30|
HAND LABOR, STRAIGHT TIME | | |
0270 631.12 10.000 HR | 80.00000 800.00| 115.00000 1150.00|
ALL PURPOSE EXCAVATOR (INCLUDING | | |
OPERATOR) | | |
0280 631.171 10.000 HR | 40.00000 400.00| 53.84000 538.40|
TRUCK - SMALL (INCLUDING OPERATOR) | | |
0290 631.36 10.000 MH | 25.00000 250.00| 35.89000 358.90|
FOREMAN | | |
0300 637.071 LUMP| 600.00000 600.00| 2500.00000 2500.00|
DUST CONTROL | | |
0310 652.39 LUMP| 5000.00000 5000.00| 5264.21000 5264.21|
WORK ZONE TRAFFIC CONTROL | | |
0320 656.75 LUMP| 2500.00000 2500.00| 6388.84000 6388.84|
TEMPORARY SOIL EROSION AND WATER | | |
POLLUTION CONTROL | | |
0330 659.10 LUMP| 14000.00000 14000.00| 22957.94000 22957.94|
MOBILIZATION | | |
0340 617.381 8.000 M3 | 50.00000 400.00| 816.09000 6528.72|
WOOD WASTE EROSION CONTROL MIX | | |
SECTION TOTALS | $ 208,230.00| $ 222,434.50| $ 0.00
------------------------------------------+----------------------------+----------------------------+-------------------------------
CONTRACT TOTALS | $ 208,230.00| $ 222,434.50| $
====================================================================================================================================