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LETTING DATE : 02/14/01 MAINE DEPARTMENT OF TRANSPORTATION DATE : 12/05/01
PAGE : 1
LOCATION : KENNEBUNK TABULATION OF BIDS
WELLS
CONTRACT ID : 008944.00
=========
COMPLETION DATE : 06/01/02
PROJECT(S): 008944.00 COUNTIE(S) : YORK MAINE STATE DEPTARTMENT OF TRANSPORTATION
A TRUE COPY : __________________________
TITLE : __________________________
CONTRACT DESCRIPTION : A BRIDGE REPLACEMENT ATTEST : _______________________________
NOTARY PUBLIC
--------------------------------------------------------------------------------------------------------------------------
TOTAL % OVER
RANK VENDOR NO./NAME BID LOW BID
--------------------------------------------------------------------------------------------------------------------------
1 001401 S & A DRAKE INC. $ 243,531.16 84.3971%
2 000063 WYMAN & SIMPSON, INC. $ 288,554.00 100.0000%
3 000416 T BUCK CONSTRUCTION INC. $ 295,555.50 102.4264%
4 000164 C P M CONSTRUCTORS $ 311,278.50 107.8753%
5 000768 MOORES MARINE CONSTRUCTION, CORP. $ 397,447.14 137.7375%
====================================================================================================================================
|( 1 ) 001401 |( 2 ) 000063 |( 3 ) 000416
|S & A DRAKE INC. |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 202.19 173.000 LS | 30000.00000 30000.00| 22000.00000 22000.00| 38730.00000 38730.00
REMOVING EXISTING BRIDGE | | |
0020 203.20 588.000 M3 | 10.00000 5880.00| 9.00000 5292.00| 8.50000 4998.00
COMMON EXCAVATION | | |
0030 203.24 10.000 M3 | 10.00000 100.00| 15.00000 150.00| 13.00000 130.00
COMMON BORROW | | |
0040 203.26 275.000 M3 | 10.00000 2750.00| 18.00000 4950.00| 44.50000 12237.50
GRAVEL BORROW | | |
0050 206.082 282.000 M3 | 13.00000 3666.00| 29.00000 8178.00| 20.00000 5640.00
STRUCTURAL EARTH EXCAVATION - MAJOR | | |
STRUCTURES | | |
0060 206.092 10.000 M3 | 30.00000 300.00| 150.00000 1500.00| 24.00000 240.00
STRUCTURAL ROCK EXCAVATION - MAJOR | | |
STRUCTURES | | |
0070 304.10 615.000 M3 | 10.00000 6150.00| 18.20000 11193.00| 25.00000 15375.00
AGGREGATE SUBBASE COURSE - GRAVEL | | |
0080 403.208 160.000 MG | 100.00000 16000.00| 179.00000 28640.00| 150.00000 24000.00
HOT MIX ASPHALT 12.5 MM NOMINAL MAX SIZ | | |
0090 502.21 57.000 M3 | 250.00000 14250.00| 480.00000 27360.00| 390.00000 22230.00
STRUCTURAL CONCRETE, ABUTMENTS AND | | |
RETAINING WALLS | | |
LETTING DATE : 02/14/01 MAINE DEPARTMENT OF TRANSPORTATION DATE : 12/05/01
PAGE : 2
LOCATION : KENNEBUNK TABULATION OF BIDS
WELLS
CONTRACT ID : 008944.00
=========
====================================================================================================================================
|( 1 ) 001401 |( 2 ) 000063 |( 3 ) 000416
|S & A DRAKE INC. |WYMAN & SIMPSON, INC. |T BUCK CONSTRUCTION INC.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0100 502.56 20.000 M3 | 200.00000 4000.00| 175.00000 3500.00| 165.00000 3300.00
CONCRETE FILL | | |
0110 503.12 1900.000 KG | 1.10000 2090.00| 1.50000 2850.00| 0.83000 1577.00
REINFORCING STEEL, FABRICATED AND | | |
DELIVERED | | |
0120 503.13 1900.000 KG | 1.10000 2090.00| 0.50000 950.00| 0.34000 646.00
REINFORCING STEEL, PLACING | | |
0130 508.13 105.000 LS | 1200.00000 1200.00| 1400.00000 1400.00| 1300.00000 1300.00
MEMBRANE WATERPROOFING | | |
0140 511.07 LUMP| 4000.00000 4000.00| 5000.00000 5000.00| 2700.00000 2700.00
COFFERDAM: North Abutment | | |
0150 511.07 LUMP| 4000.00000 4000.00| 5000.00000 5000.00| 2700.00000 2700.00
COFFERDAM: South Abutment | | |
0160 512.081 45.000 LS | 2500.00000 2500.00| 3000.00000 3000.00| 2000.00000 2000.00
FRENCH DRAINS | | |
0170 514.06 1.000 EA | 1900.00000 1900.00| 700.00000 700.00| 2000.00000 2000.00
CURING BOX FOR CONCRETE CYLINDERS | | |
0180 515.20 92.000 M2 | 10.00000 920.00| 11.00000 1012.00| 8.00000 736.00
PROTECTIVE COATING FOR CONCRETE SURFACE | | |
0190 526.301 24.000 LS | 2500.00000 2500.00| 800.00000 800.00| 1000.00000 1000.00
TEMPORARY CONCRETE BARRIER TYPE I | | |
0200 534.70 82.000 LS | 68000.00000 68000.00| 90000.00000 90000.00| 70761.00000 70761.00
PRECAST STRUCTURAL CONCRETE ARCH | | |
0210 606.17 80.000 M | 51.07000 4085.60| 50.00000 4000.00| 51.00000 4080.00
GUARDRAIL TYPE 3B - SINGLE RAIL | | |
0220 606.178 56.000 M | 26.25000 1470.00| 18.00000 1008.00| 26.25000 1470.00
GUARDRAIL BEAM | | |
0230 606.22 8.000 M | 51.07000 408.56| 55.00000 440.00| 51.00000 408.00
GUARDRAIL TYPE 3B - OVER 4.5 M RADIUS | | |
0240 606.265 1.000 EA | 60.00000 60.00| 65.00000 65.00| 60.00000 60.00
TERMINAL END - SINGLE RAIL - GALVANIZED | | |
STEEL | | |
0250 606.35 6.000 EA | 35.00000 210.00| 54.00000 324.00| 35.00000 210.00
GUARDRAIL DELINEATOR POST | | |
0260 606.76 2.000 EA | 1600.00000 3200.00| 1675.00000 3350.00| 1600.00000 3200.00
MODIFIED ECCENTRIC LOADER TERMINAL | | |
0270 606.80 1.000 EA | 2000.00000 2000.00| 2800.00000 2800.00| 2000.00000 2000.00
BURIED-IN-SLOPE GUARDRAIL END | | |
0280 609.31 36.000 M | 21.00000 756.00| 13.00000 468.00| 12.00000 432.00
CURB TYPE 3 | | |
0290 610.08 106.000 M3 | 25.00000 2650.00| 56.00000 5936.00| 45.00000 4770.00
PLAIN RIPRAP | | |
LETTING DATE : 02/14/01 MAINE DEPARTMENT OF TRANSPORTATION DATE : 12/05/01
PAGE : 3
LOCATION : KENNEBUNK TABULATION OF BIDS
WELLS
CONTRACT ID : 008944.00
=========
====================================================================================================================================
|( 1 ) 001401 |( 2 ) 000063 |( 3 ) 000416
|S & A DRAKE INC. |WYMAN & SIMPSON, INC. |T BUCK CONSTRUCTION INC.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0300 613.319 20.000 M2 | 10.00000 200.00| 5.00000 100.00| 2.50000 50.00
TEMPORARY EROSION CONTROL BLANKET | | |
0310 615.07 19.000 M3 | 25.00000 475.00| 40.00000 760.00| 45.00000 855.00
LOAM | | |
0320 617.381 19.000 M3 | 35.00000 665.00| 50.00000 950.00| 65.00000 1235.00
WOOD WASTE EROSION CONTROL MIX | | |
0330 618.1401 4.000 UN | 100.00000 400.00| 135.00000 540.00| 50.00000 200.00
SEEDING METHOD NUMBER 2 - PLAN QUANTITY | | |
0340 619.1201 7.000 UN | 100.00000 700.00| 85.00000 595.00| 75.00000 525.00
MULCH - PLAN QUANTITY | | |
0350 620.58 93.000 M2 | 10.00000 930.00| 5.00000 465.00| 5.50000 511.50
EROSION CONTROL GEOTEXTILE | | |
0360 627.71 210.000 M | 7.00000 1470.00| 3.20000 672.00| 2.45000 514.50
100 MM WHITE PAVEMENT MARKING LINE | | |
0370 627.73 105.000 M | 7.00000 735.00| 3.20000 336.00| 5.00000 525.00
100 MM YELLOW PAVEMENT MARKING LINE | | |
0380 629.05 50.000 MH | 30.00000 1500.00| 20.00000 1000.00| 50.00000 2500.00
HAND LABOR, STRAIGHT TIME | | |
0390 631.12 10.000 HR | 100.00000 1000.00| 85.00000 850.00| 100.00000 1000.00
ALL PURPOSE EXCAVATOR (INCLUDING | | |
OPERATOR) | | |
0400 631.172 10.000 HR | 50.00000 500.00| 36.00000 360.00| 50.00000 500.00
TRUCK - LARGE (INCLUDING OPERATOR) | | |
0410 639.19 1.000 EA | 4000.00000 4000.00| 2000.00000 2000.00| 2500.00000 2500.00
FIELD OFFICE TYPE B | | |
0420 652.33 10.000 EA | 100.00000 1000.00| 30.00000 300.00| 30.00000 300.00
DRUM | | |
0430 652.34 20.000 EA | 50.00000 1000.00| 20.00000 400.00| 10.00000 200.00
CONE | | |
0440 652.35 10.000 M2 | 100.00000 1000.00| 90.00000 900.00| 100.00000 1000.00
CONSTRUCTION SIGNS | | |
0450 652.361 120.000 LS | 2500.00000 2500.00| 1500.00000 1500.00| 1000.00000 1000.00
MAINTENANCE OF TRAFFIC CONTROL DEVICES | | |
0460 652.38 16.000 MH | 20.00000 320.00| 10.00000 160.00| 14.00000 224.00
FLAGGER | | |
0470 656.75 LUMP| 3000.00000 3000.00| 3800.00000 3800.00| 4000.00000 4000.00
TEMPORARY SOIL EROSION AND WATER | | |
POLLUTION CONTROL | | |
0480 659.10 LUMP| 30000.00000 30000.00| 28000.00000 28000.00| 47985.00000 47985.00
MOBILIZATION | | |
0490 834.32 1.000 EA | 5000.00000 5000.00| 3000.00000 3000.00| 1000.00000 1000.00
DRY HYDRANT | | |
SECTION TOTALS | $ 243,531.16| $ 288,554.00| $ 295,555.50
------------------------------------------+----------------------------+----------------------------+-------------------------------
CONTRACT TOTALS | $ 243,531.16| $ 288,554.00| $ 295,555.50
====================================================================================================================================
LETTING DATE : 02/14/01 MAINE DEPARTMENT OF TRANSPORTATION DATE : 12/05/01
PAGE : 4
LOCATION : KENNEBUNK TABULATION OF BIDS
WELLS
CONTRACT ID : 008944.00
=========
====================================================================================================================================
|( 4 ) 000164 |( 5 ) 000768 |( )
|C P M CONSTRUCTORS |MOORES MARINE CONSTRUCTION, |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0001 BRIDGE ITEMS
| | |
0010 202.19 173.000 LS | 39000.00000 39000.00| 38134.00000 38134.00|
REMOVING EXISTING BRIDGE | | |
0020 203.20 588.000 M3 | 9.00000 5292.00| 10.48000 6162.24|
COMMON EXCAVATION | | |
0030 203.24 10.000 M3 | 35.00000 350.00| 24.00000 240.00|
COMMON BORROW | | |
0040 203.26 275.000 M3 | 20.00000 5500.00| 25.70000 7067.50|
GRAVEL BORROW | | |
0050 206.082 282.000 M3 | 25.00000 7050.00| 10.67000 3008.94|
STRUCTURAL EARTH EXCAVATION - MAJOR | | |
STRUCTURES | | |
0060 206.092 10.000 M3 | 250.00000 2500.00| 241.00000 2410.00|
STRUCTURAL ROCK EXCAVATION - MAJOR | | |
STRUCTURES | | |
0070 304.10 615.000 M3 | 21.00000 12915.00| 26.38000 16223.70|
AGGREGATE SUBBASE COURSE - GRAVEL | | |
0080 403.208 160.000 MG | 150.00000 24000.00| 181.26000 29001.60|
HOT MIX ASPHALT 12.5 MM NOMINAL MAX SIZ | | |
0090 502.21 57.000 M3 | 430.00000 24510.00| 454.00000 25878.00|
STRUCTURAL CONCRETE, ABUTMENTS AND | | |
RETAINING WALLS | | |
0100 502.56 20.000 M3 | 250.00000 5000.00| 354.00000 7080.00|
CONCRETE FILL | | |
0110 503.12 1900.000 KG | 1.00000 1900.00| 0.87000 1653.00|
REINFORCING STEEL, FABRICATED AND | | |
DELIVERED | | |
0120 503.13 1900.000 KG | 1.50000 2850.00| 1.74000 3306.00|
REINFORCING STEEL, PLACING | | |
0130 508.13 105.000 LS | 1300.00000 1300.00| 1994.00000 1994.00|
MEMBRANE WATERPROOFING | | |
0140 511.07 LUMP| 10000.00000 10000.00| 29673.00000 29673.00|
COFFERDAM: North Abutment | | |
0150 511.07 LUMP| 10000.00000 10000.00| 19839.00000 19839.00|
COFFERDAM: South Abutment | | |
0160 512.081 45.000 LS | 2000.00000 2000.00| 4783.00000 4783.00|
FRENCH DRAINS | | |
0170 514.06 1.000 EA | 750.00000 750.00| 1414.00000 1414.00|
CURING BOX FOR CONCRETE CYLINDERS | | |
0180 515.20 92.000 M2 | 4.00000 368.00| 46.00000 4232.00|
PROTECTIVE COATING FOR CONCRETE SURFACE | | |
LETTING DATE : 02/14/01 MAINE DEPARTMENT OF TRANSPORTATION DATE : 12/05/01
PAGE : 5
LOCATION : KENNEBUNK TABULATION OF BIDS
WELLS
CONTRACT ID : 008944.00
=========
====================================================================================================================================
|( 4 ) 000164 |( 5 ) 000768 |( )
|C P M CONSTRUCTORS |MOORES MARINE CONSTRUCTION, |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0190 526.301 24.000 LS | 1000.00000 1000.00| 3036.00000 3036.00|
TEMPORARY CONCRETE BARRIER TYPE I | | |
0200 534.70 82.000 LS | 85000.00000 85000.00| 91232.00000 91232.00|
PRECAST STRUCTURAL CONCRETE ARCH | | |
0210 606.17 80.000 M | 46.00000 3680.00| 56.00000 4480.00|
GUARDRAIL TYPE 3B - SINGLE RAIL | | |
0220 606.178 56.000 M | 17.00000 952.00| 20.00000 1120.00|
GUARDRAIL BEAM | | |
0230 606.22 8.000 M | 50.00000 400.00| 59.00000 472.00|
GUARDRAIL TYPE 3B - OVER 4.5 M RADIUS | | |
0240 606.265 1.000 EA | 60.00000 60.00| 73.00000 73.00|
TERMINAL END - SINGLE RAIL - GALVANIZED | | |
STEEL | | |
0250 606.35 6.000 EA | 50.00000 300.00| 60.00000 360.00|
GUARDRAIL DELINEATOR POST | | |
0260 606.76 2.000 EA | 1600.00000 3200.00| 1873.00000 3746.00|
MODIFIED ECCENTRIC LOADER TERMINAL | | |
0270 606.80 1.000 EA | 2600.00000 2600.00| 3142.00000 3142.00|
BURIED-IN-SLOPE GUARDRAIL END | | |
0280 609.31 36.000 M | 12.00000 432.00| 15.00000 540.00|
CURB TYPE 3 | | |
0290 610.08 106.000 M3 | 55.00000 5830.00| 76.06000 8062.36|
PLAIN RIPRAP | | |
0300 613.319 20.000 M2 | 5.00000 100.00| 15.00000 300.00|
TEMPORARY EROSION CONTROL BLANKET | | |
0310 615.07 19.000 M3 | 55.00000 1045.00| 121.00000 2299.00|
LOAM | | |
0320 617.381 19.000 M3 | 70.00000 1330.00| 88.00000 1672.00|
WOOD WASTE EROSION CONTROL MIX | | |
0330 618.1401 4.000 UN | 125.00000 500.00| 151.00000 604.00|
SEEDING METHOD NUMBER 2 - PLAN QUANTITY | | |
0340 619.1201 7.000 UN | 75.00000 525.00| 52.00000 364.00|
MULCH - PLAN QUANTITY | | |
0350 620.58 93.000 M2 | 6.50000 604.50| 8.00000 744.00|
EROSION CONTROL GEOTEXTILE | | |
0360 627.71 210.000 M | 3.00000 630.00| 3.63000 762.30|
100 MM WHITE PAVEMENT MARKING LINE | | |
0370 627.73 105.000 M | 3.00000 315.00| 100.30000 10531.50|
100 MM YELLOW PAVEMENT MARKING LINE | | |
0380 629.05 50.000 MH | 30.00000 1500.00| 44.00000 2200.00|
HAND LABOR, STRAIGHT TIME | | |
LETTING DATE : 02/14/01 MAINE DEPARTMENT OF TRANSPORTATION DATE : 12/05/01
PAGE : 6
LOCATION : KENNEBUNK TABULATION OF BIDS
WELLS
CONTRACT ID : 008944.00
=========
====================================================================================================================================
|( 4 ) 000164 |( 5 ) 000768 |( )
|C P M CONSTRUCTORS |MOORES MARINE CONSTRUCTION, |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0390 631.12 10.000 HR | 90.00000 900.00| 92.00000 920.00|
ALL PURPOSE EXCAVATOR (INCLUDING | | |
OPERATOR) | | |
0400 631.172 10.000 HR | 45.00000 450.00| 62.00000 620.00|
TRUCK - LARGE (INCLUDING OPERATOR) | | |
0410 639.19 1.000 EA | 3500.00000 3500.00| 9716.00000 9716.00|
FIELD OFFICE TYPE B | | |
0420 652.33 10.000 EA | 55.00000 550.00| 30.00000 300.00|
DRUM | | |
0430 652.34 20.000 EA | 20.00000 400.00| 18.00000 360.00|
CONE | | |
0440 652.35 10.000 M2 | 95.00000 950.00| 159.00000 1590.00|
CONSTRUCTION SIGNS | | |
0450 652.361 120.000 LS | 500.00000 500.00| 5513.00000 5513.00|
MAINTENANCE OF TRAFFIC CONTROL DEVICES | | |
0460 652.38 16.000 MH | 15.00000 240.00| 33.00000 528.00|
FLAGGER | | |
0470 656.75 LUMP| 5000.00000 5000.00| 24358.00000 24358.00|
TEMPORARY SOIL EROSION AND WATER | | |
POLLUTION CONTROL | | |
0480 659.10 LUMP| 31000.00000 31000.00| 13317.00000 13317.00|
MOBILIZATION | | |
0490 834.32 1.000 EA | 2500.00000 2500.00| 2385.00000 2385.00|
DRY HYDRANT | | |
SECTION TOTALS | $ 311,278.50| $ 397,447.14| $ 0.00
------------------------------------------+----------------------------+----------------------------+-------------------------------
CONTRACT TOTALS | $ 311,278.50| $ 397,447.14| $
====================================================================================================================================