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LETTING DATE : 05/07/03 MAINE DEPARTMENT OF TRANSPORTATION DATE : 05/07/03
PAGE : 1
COUNTIE(S): LINCOLN TABULATION OF BIDS
CONTRACT ID : 010140.00 COMPLETION DATE : 10/23/03
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PROJECT(S): STP-A014(000)X LOCATION(S): WHITEFIELD MAINE STATE DEPARTMENT OF TRANSPORTATION A TRUE COPY : __________________________ TITLE : __________________________ ATTEST : ____________________________ CONTRACT DESCRIPTION : BRIDGE CULVERT REPLACEMENT NOTARY PUBLIC --------------------------------------------------------------------------------------------------------------------------
TOTAL % OVER
RANK VENDOR NO./NAME BID LOW BID
--------------------------------------------------------------------------------------------------------------------------
1 000063 WYMAN & SIMPSON, INC. $ 174,159.00 100.0000%
2 000403 PRATT & SONS INC. $ 177,526.00 101.9333%
3 000272 A & V CONSTRUCTION, CORP. $ 186,994.50 107.3700%
4 000416 T BUCK CONSTRUCTION INC. $ 194,919.75 111.9206%
5 001570 C H STEVENSON INC. $ 219,608.90 126.0968%
====================================================================================================================================
|( 1 ) 000063 |( 2 ) 000403 |( 3 ) 000272
|WYMAN & SIMPSON, INC. |PRATT & SONS INC. |A & V CONSTRUCTION, CORP.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0001 BRIDGE ITEMS
| | |
0010 202.191 LUMP| 3600.00000 3600.00| 8000.00000 8000.00| 12000.00000 12000.00
REMOVING EXISTING PIPE | | |
0020 203.20 470.000 M3 | 12.00000 5640.00| 11.00000 5170.00| 14.00000 6580.00
COMMON EXCAVATION | | |
0030 203.24 10.000 M3 | 14.50000 145.00| 30.00000 300.00| 17.00000 170.00
COMMON BORROW | | |
0040 203.25 215.000 M3 | 22.00000 4730.00| 52.00000 11180.00| 47.00000 10105.00
GRANULAR BORROW | | |
0050 304.10 470.000 M3 | 19.00000 8930.00| 28.50000 13395.00| 28.00000 13160.00
AGGREGATE SUBBASE COURSE - GRAVEL | | |
0060 403.210 70.000 MG | 167.00000 11690.00| 155.00000 10850.00| 160.00000 11200.00
HOT MIX ASPHALT 9.5 MM NOMINAL MAX SIZE | | |
0070 403.213 46.000 MG | 167.00000 7682.00| 155.00000 7130.00| 160.00000 7360.00
HOT MIX ASPHALT 12.5 MM, BASE | | |
0080 509.12 13300.000 LS | 56500.00000 56500.00| 38000.00000 38000.00| 45500.00000 45500.00
STEEL STRUCTURAL PLATE PIPE ARCH: | | |
0090 511.07 LUMP| 8000.00000 8000.00| 6000.00000 6000.00| 8900.00000 8900.00
COFFERDAM: | | |
0100 526.301 30.000 LS | 2000.00000 2000.00| 750.00000 750.00| 1800.00000 1800.00
TEMPORARY CONCRETE BARRIER TYPE I | | |
0110 606.265 2.000 EA | 56.00000 112.00| 60.00000 120.00| 51.00000 102.00
TERMINAL END - SINGLE RAIL - GALVANIZED | | |
STEEL | | |
LETTING DATE : 05/07/03 MAINE DEPARTMENT OF TRANSPORTATION DATE : 05/07/03
PAGE : 2
COUNTIE(S): LINCOLN TABULATION OF BIDS
CONTRACT ID : 010140.00
=========
====================================================================================================================================
|( 1 ) 000063 |( 2 ) 000403 |( 3 ) 000272
|WYMAN & SIMPSON, INC. |PRATT & SONS INC. |A & V CONSTRUCTION, CORP.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0120 606.35 6.000 EA | 29.00000 174.00| 30.00000 180.00| 25.00000 150.00
GUARDRAIL DELINEATOR POST | | |
0130 606.55 23.000 M | 59.00000 1357.00| 110.00000 2530.00| 78.00000 1794.00
GUARDRAIL TYPE 3 - SINGLE RAIL | | |
0140 606.60 16.000 M | 58.00000 928.00| 66.00000 1056.00| 55.00000 880.00
GUARDRAIL TYPE 3 - OVER 4.5 METER RADIU | | |
0150 606.76 2.000 EA | 1600.00000 3200.00| 1800.00000 3600.00| 1400.00000 2800.00
MODIFIED ECCENTRIC LOADER TERMINAL | | |
0160 609.31 55.000 M | 27.00000 1485.00| 32.00000 1760.00| 30.00000 1650.00
CURB TYPE 3 | | |
0170 610.08 220.000 M3 | 48.00000 10560.00| 66.00000 14520.00| 45.00000 9900.00
PLAIN RIPRAP | | |
0180 610.18 40.000 M3 | 58.00000 2320.00| 66.00000 2640.00| 36.00000 1440.00
STONE DITCH PROTECTION | | |
0190 613.319 40.000 M2 | 2.50000 100.00| 2.00000 80.00| 4.00000 160.00
EROSION CONTROL BLANKET | | |
0200 615.07 15.000 M3 | 34.00000 510.00| 45.00000 675.00| 50.00000 750.00
LOAM | | |
0210 618.1401 3.000 UN | 72.00000 216.00| 75.00000 225.00| 66.00000 198.00
SEEDING METHOD NUMBER 2 - PLAN QUANTITY | | |
0220 619.1201 3.000 UN | 50.00000 150.00| 55.00000 165.00| 46.00000 138.00
MULCH - PLAN QUANTITY | | |
0230 619.1401 10.000 M3 | 21.00000 210.00| 40.00000 400.00| 50.00000 500.00
EROSION CONTROL MIX | | |
0240 620.58 300.000 M2 | 3.00000 900.00| 2.20000 660.00| 1.90000 570.00
EROSION CONTROL GEOTEXTILE | | |
0250 621.273 2.000 EA | 400.00000 800.00| 400.00000 800.00| 350.00000 700.00
LARGE DECIDUOUS TREE (50 MM - 65 MM | | |
CALIPER) GROUP A | | |
0260 627.711 225.000 M | 4.00000 900.00| 4.00000 900.00| 3.90000 877.50
WHITE OR YELLOW PAINTED PAVEMENT | | |
MARKING LINE (PLAN QUANTITY ) | | |
0270 629.05 10.000 HR | 25.00000 250.00| 30.00000 300.00| 35.00000 350.00
HAND LABOR, STRAIGHT TIME | | |
0280 631.12 10.000 HR | 85.00000 850.00| 95.00000 950.00| 120.00000 1200.00
ALL PURPOSE EXCAVATOR (INCLUDING | | |
OPERATOR) | | |
0290 631.171 10.000 HR | 36.00000 360.00| 40.00000 400.00| 55.00000 550.00
TRUCK - SMALL (INCLUDING OPERATOR) | | |
0300 631.36 10.000 HR | 28.00000 280.00| 45.00000 450.00| 40.00000 400.00
FOREPERSON | | |
LETTING DATE : 05/07/03 MAINE DEPARTMENT OF TRANSPORTATION DATE : 05/07/03
PAGE : 3
COUNTIE(S): LINCOLN TABULATION OF BIDS
CONTRACT ID : 010140.00
=========
====================================================================================================================================
|( 1 ) 000063 |( 2 ) 000403 |( 3 ) 000272
|WYMAN & SIMPSON, INC. |PRATT & SONS INC. |A & V CONSTRUCTION, CORP.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0310 637.071 LUMP| 500.00000 500.00| 500.00000 500.00| 2000.00000 2000.00
DUST CONTROL | | |
0320 639.18 1.000 EA | 1500.00000 1500.00| 4000.00000 4000.00| 3000.00000 3000.00
FIELD OFFICE TYPE A | | |
0330 652.39 LUMP| 12000.00000 12000.00| 16000.00000 16000.00| 8000.00000 8000.00
WORK ZONE TRAFFIC CONTROL | | |
0340 656.75 LUMP| 2000.00000 2000.00| 2500.00000 2500.00| 8000.00000 8000.00
TEMPORARY SOIL EROSION AND WATER | | |
POLLUTION CONTROL | | |
0350 659.10 LUMP| 17000.00000 17000.00| 11000.00000 11000.00| 18000.00000 18000.00
MOBILIZATION | | |
0360 203.231 47.000 M3 | 140.00000 6580.00| 220.00000 10340.00| 130.00000 6110.00
DISPOSAL OF RIVERBED EXCAVATION | | |
SECTION TOTALS | $ 174,159.00| $ 177,526.00| $ 186,994.50
------------------------------------------+----------------------------+----------------------------+-------------------------------
CONTRACT TOTALS | $ 174,159.00| $ 177,526.00| $ 186,994.50
====================================================================================================================================
LETTING DATE : 05/07/03 MAINE DEPARTMENT OF TRANSPORTATION DATE : 05/07/03
PAGE : 4
COUNTIE(S): LINCOLN TABULATION OF BIDS
CONTRACT ID : 010140.00
=========
====================================================================================================================================
|( 4 ) 000416 |( 5 ) 001570 |( )
|T BUCK CONSTRUCTION INC. |C H STEVENSON INC. |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0001 BRIDGE ITEMS
| | |
0010 202.191 LUMP| 15500.00000 15500.00| 16000.00000 16000.00|
REMOVING EXISTING PIPE | | |
0020 203.20 470.000 M3 | 11.00000 5170.00| 8.00000 3760.00|
COMMON EXCAVATION | | |
0030 203.24 10.000 M3 | 18.00000 180.00| 12.00000 120.00|
COMMON BORROW | | |
0040 203.25 215.000 M3 | 29.00000 6235.00| 8.00000 1720.00|
GRANULAR BORROW | | |
0050 304.10 470.000 M3 | 25.50000 11985.00| 14.00000 6580.00|
AGGREGATE SUBBASE COURSE - GRAVEL | | |
0060 403.210 70.000 MG | 155.00000 10850.00| 160.50000 11235.00|
HOT MIX ASPHALT 9.5 MM NOMINAL MAX SIZE | | |
0070 403.213 46.000 MG | 155.00000 7130.00| 160.50000 7383.00|
HOT MIX ASPHALT 12.5 MM, BASE | | |
0080 509.12 13300.000 LS | 42600.00000 42600.00| 49950.00000 49950.00|
STEEL STRUCTURAL PLATE PIPE ARCH: | | |
0090 511.07 LUMP| 8200.00000 8200.00| 16000.00000 16000.00|
COFFERDAM: | | |
0100 526.301 30.000 LS | 1800.00000 1800.00| 3000.00000 3000.00|
TEMPORARY CONCRETE BARRIER TYPE I | | |
0110 606.265 2.000 EA | 50.00000 100.00| 26.75000 53.50|
TERMINAL END - SINGLE RAIL - GALVANIZED | | |
STEEL | | |
0120 606.35 6.000 EA | 25.00000 150.00| 26.75000 160.50|
GUARDRAIL DELINEATOR POST | | |
0130 606.55 23.000 M | 85.00000 1955.00| 186.20000 4282.60|
GUARDRAIL TYPE 3 - SINGLE RAIL | | |
0140 606.60 16.000 M | 55.00000 880.00| 48.15000 770.40|
GUARDRAIL TYPE 3 - OVER 4.5 METER RADIU | | |
0150 606.76 2.000 EA | 1400.00000 2800.00| 1605.00000 3210.00|
MODIFIED ECCENTRIC LOADER TERMINAL | | |
0160 609.31 55.000 M | 25.00000 1375.00| 20.00000 1100.00|
CURB TYPE 3 | | |
0170 610.08 220.000 M3 | 47.50000 10450.00| 40.00000 8800.00|
PLAIN RIPRAP | | |
0180 610.18 40.000 M3 | 55.00000 2200.00| 30.00000 1200.00|
STONE DITCH PROTECTION | | |
0190 613.319 40.000 M2 | 3.00000 120.00| 3.00000 120.00|
EROSION CONTROL BLANKET | | |
LETTING DATE : 05/07/03 MAINE DEPARTMENT OF TRANSPORTATION DATE : 05/07/03
PAGE : 5
COUNTIE(S): LINCOLN TABULATION OF BIDS
CONTRACT ID : 010140.00
=========
====================================================================================================================================
|( 4 ) 000416 |( 5 ) 001570 |( )
|T BUCK CONSTRUCTION INC. |C H STEVENSON INC. |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0200 615.07 15.000 M3 | 62.50000 937.50| 40.00000 600.00|
LOAM | | |
0210 618.1401 3.000 UN | 85.00000 255.00| 69.55000 208.65|
SEEDING METHOD NUMBER 2 - PLAN QUANTITY | | |
0220 619.1201 3.000 UN | 60.00000 180.00| 48.15000 144.45|
MULCH - PLAN QUANTITY | | |
0230 619.1401 10.000 M3 | 62.50000 625.00| 21.00000 210.00|
EROSION CONTROL MIX | | |
0240 620.58 300.000 M2 | 2.50000 750.00| 4.00000 1200.00|
EROSION CONTROL GEOTEXTILE | | |
0250 621.273 2.000 EA | 345.00000 690.00| 369.15000 738.30|
LARGE DECIDUOUS TREE (50 MM - 65 MM | | |
CALIPER) GROUP A | | |
0260 627.711 225.000 M | 4.25000 956.25| 3.50000 787.50|
WHITE OR YELLOW PAINTED PAVEMENT | | |
MARKING LINE (PLAN QUANTITY ) | | |
0270 629.05 10.000 HR | 30.00000 300.00| 25.00000 250.00|
HAND LABOR, STRAIGHT TIME | | |
0280 631.12 10.000 HR | 120.00000 1200.00| 110.00000 1100.00|
ALL PURPOSE EXCAVATOR (INCLUDING | | |
OPERATOR) | | |
0290 631.171 10.000 HR | 55.00000 550.00| 65.00000 650.00|
TRUCK - SMALL (INCLUDING OPERATOR) | | |
0300 631.36 10.000 HR | 45.00000 450.00| 40.00000 400.00|
FOREPERSON | | |
0310 637.071 LUMP| 2000.00000 2000.00| 2000.00000 2000.00|
DUST CONTROL | | |
0320 639.18 1.000 EA | 8500.00000 8500.00| 15000.00000 15000.00|
FIELD OFFICE TYPE A | | |
0330 652.39 LUMP| 19600.00000 19600.00| 5000.00000 5000.00|
WORK ZONE TRAFFIC CONTROL | | |
0340 656.75 LUMP| 4200.00000 4200.00| 5000.00000 5000.00|
TEMPORARY SOIL EROSION AND WATER | | |
POLLUTION CONTROL | | |
0350 659.10 LUMP| 18500.00000 18500.00| 45000.00000 45000.00|
MOBILIZATION | | |
0360 203.231 47.000 M3 | 118.00000 5546.00| 125.00000 5875.00|
DISPOSAL OF RIVERBED EXCAVATION | | |
SECTION TOTALS | $ 194,919.75| $ 219,608.90| $ 0.00
------------------------------------------+----------------------------+----------------------------+-------------------------------
CONTRACT TOTALS | $ 194,919.75| $ 219,608.90| $
====================================================================================================================================
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