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LETTING DATE : 05/07/03 MAINE DEPARTMENT OF TRANSPORTATION DATE : 05/07/03
PAGE : 1
COUNTIE(S): PENOBSCOT TABULATION OF BIDS
CONTRACT ID : 010092.00 COMPLETION DATE : 09/15/03
=========
PROJECT(S): BR-1007(900)X LOCATION(S): CARMEL MAINE STATE DEPARTMENT OF TRANSPORTATION
STP-1009(200)X STETSON
A TRUE COPY : __________________________
TITLE : __________________________ ATTEST : ____________________________ CONTRACT DESCRIPTION : TWO BRIDGE REPLACEMENTS NOTARY PUBLIC --------------------------------------------------------------------------------------------------------------------------
TOTAL % OVER
RANK VENDOR NO./NAME BID LOW BID
--------------------------------------------------------------------------------------------------------------------------
1 001934 MAINE EARTH $ 445,475.10 100.0000%
2 000304 LOU SILVER INC. $ 531,142.45 119.2306%
3 000118 STETSON & WATSON, J. V. $ 547,323.50 122.8629%
4 000272 A & V CONSTRUCTION, CORP. $ 612,987.00 137.6030%
5 000063 WYMAN & SIMPSON, INC. $ 614,062.00 137.8443%
6 000466 EMERY LEE & SONS, INC. $ 695,746.00 156.1807%
====================================================================================================================================
|( 1 ) 001934 |( 2 ) 000304 |( 3 ) 000118
|MAINE EARTH |LOU SILVER INC. |STETSON & WATSON, J. V.
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 | 8500.00000 8500.00| 14390.00000 14390.00| 50000.00000 50000.00
REMOVING EXISTING BRIDGE | | |
0020 203.20 1480.000 M3 | 7.00000 10360.00| 11.70000 17316.00| 11.00000 16280.00
COMMON EXCAVATION | | |
0030 203.231 76.000 M3 | 85.00000 6460.00| 50.00000 3800.00| 200.00000 15200.00
DISPOSAL OF RIVERBED EXCAVATION | | |
0040 203.24 20.000 M3 | 20.00000 400.00| 14.25000 285.00| 15.00000 300.00
COMMON BORROW | | |
0050 203.25 800.000 M3 | 24.50000 19600.00| 20.50000 16400.00| 20.00000 16000.00
GRANULAR BORROW | | |
0060 206.061 540.000 M3 | 42.00000 22680.00| 21.90000 11826.00| 20.00000 10800.00
STRUCTURAL EARTH EXCAVATION - DRAINAGE | | |
AND MINOR STRUCTURES, BELOW GRADE | | |
0070 304.10 1715.000 M3 | 17.00000 29155.00| 21.60000 37044.00| 20.00000 34300.00
AGGREGATE SUBBASE COURSE - GRAVEL | | |
0080 403.207 179.000 MG | 55.00000 9845.00| 55.00000 9845.00| 55.00000 9845.00
HOT MIX ASPHALT 19.0 MM NOMINAL MAX SIZ | | |
0090 403.208 229.000 MG | 55.00000 12595.00| 55.00000 12595.00| 55.00000 12595.00
HOT MIX ASPHALT 12.5 MM, SURFACE | | |
0100 403.213 120.000 MG | 55.00000 6600.00| 55.00000 6600.00| 55.00000 6600.00
HOT MIX ASPHALT 12.5 MM, BASE | | |
LETTING DATE : 05/07/03 MAINE DEPARTMENT OF TRANSPORTATION DATE : 05/07/03
PAGE : 2
COUNTIE(S): PENOBSCOT TABULATION OF BIDS
CONTRACT ID : 010092.00
=========
====================================================================================================================================
|( 1 ) 001934 |( 2 ) 000304 |( 3 ) 000118
|MAINE EARTH |LOU SILVER INC. |STETSON & WATSON, J. V.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0110 409.15 111.000 L | 3.50000 388.50| 3.50000 388.50| 3.50000 388.50
BITUMINOUS TACK COAT APPLIED | | |
0120 509.411 LUMP| 113000.00000 113000.00| 120900.00000 120900.00| 150000.00000 150000.00
ALUMINUM STRUCTURAL PLATE BOX CULVERT | | |
0130 509.43 1.000 LS | 93000.00000 93000.00| 81900.00000 81900.00| 100000.00000 100000.00
METAL STRUCTURAL PLATE BOX CULVERT | | |
0140 511.07 LUMP| 5000.00000 5000.00| 2000.00000 2000.00| 5000.00000 5000.00
COFFERDAM: DOWNSTREAM - BUSIELL BRIDGE | | |
0150 511.07 LUMP| 5000.00000 5000.00| 7500.00000 7500.00| 5000.00000 5000.00
COFFERDAM: DOWNSTREAM - RIGGLES BRIDGE | | |
0160 511.07 LUMP| 5000.00000 5000.00| 10000.00000 10000.00| 5000.00000 5000.00
COFFERDAM: UPSTREAM - BUSIELL BRIDGE | | |
0170 511.07 LUMP| 5000.00000 5000.00| 40000.00000 40000.00| 5000.00000 5000.00
COFFERDAM: UPSTREAM - RIGGLES BRIDGE | | |
0180 526.301 36.000 LS | 3200.00000 3200.00| 1050.00000 1050.00| 2000.00000 2000.00
TEMPORARY CONCRETE BARRIER TYPE I | | |
0190 603.17 31.000 M | 70.00000 2170.00| 67.30000 2086.30| 30.00000 930.00
450 MM CULVERT PIPE OPTION I | | |
0200 606.265 4.000 EA | 40.00000 160.00| 50.00000 200.00| 50.00000 200.00
TERMINAL END - SINGLE RAIL - GALVANIZED | | |
STEEL | | |
0210 606.35 12.000 EA | 35.00000 420.00| 25.00000 300.00| 25.00000 300.00
GUARDRAIL DELINEATOR POST | | |
0220 606.47 2.000 EA | 40.00000 80.00| 35.00000 70.00| 35.00000 70.00
SINGLE WOOD POST | | |
0230 606.55 200.500 M | 46.00000 9223.00| 28.71000 5756.36| 32.00000 6416.00
GUARDRAIL TYPE 3 - SINGLE RAIL | | |
0240 606.60 30.500 M | 40.00000 1220.00| 31.17000 950.69| 34.00000 1037.00
GUARDRAIL TYPE 3 - OVER 4.5 METER RADIU | | |
0250 606.76 4.000 EA | 1500.00000 6000.00| 1400.00000 5600.00| 1400.00000 5600.00
MODIFIED ECCENTRIC LOADER TERMINAL | | |
0260 610.08 200.000 M3 | 60.00000 12000.00| 52.80000 10560.00| 60.00000 12000.00
PLAIN RIPRAP | | |
0270 610.18 5.000 M3 | 50.00000 250.00| 70.00000 350.00| 60.00000 300.00
STONE DITCH PROTECTION | | |
0280 613.319 49.000 M2 | 3.00000 147.00| 2.40000 117.60| 2.00000 98.00
EROSION CONTROL BLANKET | | |
0290 615.07 65.000 M3 | 16.00000 1040.00| 39.50000 2567.50| 45.00000 2925.00
LOAM | | |
0300 618.1301 1.000 UN | 15.00000 15.00| 100.00000 100.00| 100.00000 100.00
SEEDING METHOD NUMBER 1 - PLAN QUANTITY | | |
LETTING DATE : 05/07/03 MAINE DEPARTMENT OF TRANSPORTATION DATE : 05/07/03
PAGE : 3
COUNTIE(S): PENOBSCOT TABULATION OF BIDS
CONTRACT ID : 010092.00
=========
====================================================================================================================================
|( 1 ) 001934 |( 2 ) 000304 |( 3 ) 000118
|MAINE EARTH |LOU SILVER INC. |STETSON & WATSON, J. V.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0310 618.1411 17.000 UN | 15.00000 255.00| 39.00000 663.00| 40.00000 680.00
SEEDING METHOD NUMBER 3 - PLAN QUANTITY | | |
0320 619.1201 18.000 UN | 15.00000 270.00| 20.00000 360.00| 20.00000 360.00
MULCH - PLAN QUANTITY | | |
0330 619.1401 10.000 M3 | 52.00000 520.00| 60.00000 600.00| 30.00000 300.00
EROSION CONTROL MIX | | |
0340 620.54 300.000 M2 | 1.05000 315.00| 4.00000 1200.00| 3.00000 900.00
STABILIZATION GEOTEXTILE | | |
0350 620.58 218.000 M2 | 1.20000 261.60| 3.25000 708.50| 3.00000 654.00
EROSION CONTROL GEOTEXTILE | | |
0360 627.711 860.000 M | 1.25000 1075.00| 2.05000 1763.00| 2.05000 1763.00
WHITE OR YELLOW PAINTED PAVEMENT | | |
MARKING LINE (PLAN QUANTITY ) | | |
0370 629.05 20.000 HR | 26.00000 520.00| 21.00000 420.00| 35.00000 700.00
HAND LABOR, STRAIGHT TIME | | |
0380 631.12 10.000 HR | 75.00000 750.00| 100.00000 1000.00| 100.00000 1000.00
ALL PURPOSE EXCAVATOR (INCLUDING | | |
OPERATOR) | | |
0390 631.14 10.000 HR | 105.00000 1050.00| 90.00000 900.00| 85.00000 850.00
GRADER (INCLUDING OPERATOR) | | |
0400 631.15 10.000 HR | 55.00000 550.00| 80.00000 800.00| 65.00000 650.00
ROLLER, EARTH AND BASE COURSE | | |
(INCLUDING OPERATOR) | | |
0410 631.171 10.000 HR | 40.00000 400.00| 58.00000 580.00| 45.00000 450.00
TRUCK - SMALL (INCLUDING OPERATOR) | | |
0420 637.071 LUMP| 4000.00000 4000.00| 500.00000 500.00| 1000.00000 1000.00
DUST CONTROL | | |
0430 652.39 LUMP| 5000.00000 5000.00| 57750.00000 57750.00| 6000.00000 6000.00
WORK ZONE TRAFFIC CONTROL | | |
0440 656.75 LUMP| 10000.00000 10000.00| 4460.00000 4460.00| 3000.00000 3000.00
TEMPORARY SOIL EROSION AND WATER | | |
POLLUTION CONTROL | | |
0450 659.10 LUMP| 32000.00000 32000.00| 36940.00000 36940.00| 54732.00000 54732.00
MOBILIZATION | | |
SECTION TOTALS | $ 445,475.10| $ 531,142.45| $ 547,323.50
------------------------------------------+----------------------------+----------------------------+-------------------------------
CONTRACT TOTALS | $ 445,475.10| $ 531,142.45| $ 547,323.50
====================================================================================================================================
LETTING DATE : 05/07/03 MAINE DEPARTMENT OF TRANSPORTATION DATE : 05/07/03
PAGE : 4
COUNTIE(S): PENOBSCOT TABULATION OF BIDS
CONTRACT ID : 010092.00
=========
====================================================================================================================================
|( 4 ) 000272 |( 5 ) 000063 |( 6 ) 000466
|A & V CONSTRUCTION, CORP. |WYMAN & SIMPSON, INC. |EMERY LEE & SONS, 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 | 65000.00000 65000.00| 24000.00000 24000.00| 50000.00000 50000.00
REMOVING EXISTING BRIDGE | | |
0020 203.20 1480.000 M3 | 13.00000 19240.00| 9.00000 13320.00| 11.00000 16280.00
COMMON EXCAVATION | | |
0030 203.231 76.000 M3 | 120.00000 9120.00| 85.00000 6460.00| 50.00000 3800.00
DISPOSAL OF RIVERBED EXCAVATION | | |
0040 203.24 20.000 M3 | 27.00000 540.00| 15.00000 300.00| 25.00000 500.00
COMMON BORROW | | |
0050 203.25 800.000 M3 | 33.00000 26400.00| 22.00000 17600.00| 18.00000 14400.00
GRANULAR BORROW | | |
0060 206.061 540.000 M3 | 30.00000 16200.00| 9.00000 4860.00| 20.00000 10800.00
STRUCTURAL EARTH EXCAVATION - DRAINAGE | | |
AND MINOR STRUCTURES, BELOW GRADE | | |
0070 304.10 1715.000 M3 | 28.00000 48020.00| 17.40000 29841.00| 20.00000 34300.00
AGGREGATE SUBBASE COURSE - GRAVEL | | |
0080 403.207 179.000 MG | 56.00000 10024.00| 78.00000 13962.00| 95.00000 17005.00
HOT MIX ASPHALT 19.0 MM NOMINAL MAX SIZ | | |
0090 403.208 229.000 MG | 56.00000 12824.00| 78.00000 17862.00| 95.00000 21755.00
HOT MIX ASPHALT 12.5 MM, SURFACE | | |
0100 403.213 120.000 MG | 56.00000 6720.00| 78.00000 9360.00| 95.00000 11400.00
HOT MIX ASPHALT 12.5 MM, BASE | | |
0110 409.15 111.000 L | 4.00000 444.00| 4.00000 444.00| 6.00000 666.00
BITUMINOUS TACK COAT APPLIED | | |
0120 509.411 LUMP| 120000.00000 120000.00| 170000.00000 170000.00| 147000.00000 147000.00
ALUMINUM STRUCTURAL PLATE BOX CULVERT | | |
0130 509.43 1.000 LS | 100000.00000 100000.00| 125000.00000 125000.00| 125000.00000 125000.00
METAL STRUCTURAL PLATE BOX CULVERT | | |
0140 511.07 LUMP| 4750.00000 4750.00| 5000.00000 5000.00| 12000.00000 12000.00
COFFERDAM: DOWNSTREAM - BUSIELL BRIDGE | | |
0150 511.07 LUMP| 8530.00000 8530.00| 5000.00000 5000.00| 12000.00000 12000.00
COFFERDAM: DOWNSTREAM - RIGGLES BRIDGE | | |
0160 511.07 LUMP| 15700.00000 15700.00| 5000.00000 5000.00| 12000.00000 12000.00
COFFERDAM: UPSTREAM - BUSIELL BRIDGE | | |
0170 511.07 LUMP| 3290.00000 3290.00| 5000.00000 5000.00| 12000.00000 12000.00
COFFERDAM: UPSTREAM - RIGGLES BRIDGE | | |
0180 526.301 36.000 LS | 6790.00000 6790.00| 4000.00000 4000.00| 20000.00000 20000.00
TEMPORARY CONCRETE BARRIER TYPE I | | |
0190 603.17 31.000 M | 76.00000 2356.00| 80.00000 2480.00| 125.00000 3875.00
450 MM CULVERT PIPE OPTION I | | |
LETTING DATE : 05/07/03 MAINE DEPARTMENT OF TRANSPORTATION DATE : 05/07/03
PAGE : 5
COUNTIE(S): PENOBSCOT TABULATION OF BIDS
CONTRACT ID : 010092.00
=========
====================================================================================================================================
|( 4 ) 000272 |( 5 ) 000063 |( 6 ) 000466
|A & V CONSTRUCTION, CORP. |WYMAN & SIMPSON, INC. |EMERY LEE & SONS, INC.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0200 606.265 4.000 EA | 51.00000 204.00| 54.00000 216.00| 50.00000 200.00
TERMINAL END - SINGLE RAIL - GALVANIZED | | |
STEEL | | |
0210 606.35 12.000 EA | 25.00000 300.00| 27.00000 324.00| 32.00000 384.00
GUARDRAIL DELINEATOR POST | | |
0220 606.47 2.000 EA | 35.00000 70.00| 38.00000 76.00| 65.00000 130.00
SINGLE WOOD POST | | |
0230 606.55 200.500 M | 29.00000 5814.50| 32.00000 6416.00| 40.00000 8020.00
GUARDRAIL TYPE 3 - SINGLE RAIL | | |
0240 606.60 30.500 M | 31.00000 945.50| 34.00000 1037.00| 50.00000 1525.00
GUARDRAIL TYPE 3 - OVER 4.5 METER RADIU | | |
0250 606.76 4.000 EA | 1420.00000 5680.00| 1500.00000 6000.00| 1500.00000 6000.00
MODIFIED ECCENTRIC LOADER TERMINAL | | |
0260 610.08 200.000 M3 | 59.00000 11800.00| 52.00000 10400.00| 60.00000 12000.00
PLAIN RIPRAP | | |
0270 610.18 5.000 M3 | 71.00000 355.00| 73.00000 365.00| 60.00000 300.00
STONE DITCH PROTECTION | | |
0280 613.319 49.000 M2 | 3.00000 147.00| 3.00000 147.00| 3.00000 147.00
EROSION CONTROL BLANKET | | |
0290 615.07 65.000 M3 | 35.00000 2275.00| 36.00000 2340.00| 45.00000 2925.00
LOAM | | |
0300 618.1301 1.000 UN | 51.00000 51.00| 60.00000 60.00| 200.00000 200.00
SEEDING METHOD NUMBER 1 - PLAN QUANTITY | | |
0310 618.1411 17.000 UN | 51.00000 867.00| 55.00000 935.00| 600.00000 10200.00
SEEDING METHOD NUMBER 3 - PLAN QUANTITY | | |
0320 619.1201 18.000 UN | 15.00000 270.00| 15.00000 270.00| 10.00000 180.00
MULCH - PLAN QUANTITY | | |
0330 619.1401 10.000 M3 | 40.00000 400.00| 55.00000 550.00| 65.00000 650.00
EROSION CONTROL MIX | | |
0340 620.54 300.000 M2 | 4.00000 1200.00| 2.50000 750.00| 3.00000 900.00
STABILIZATION GEOTEXTILE | | |
0350 620.58 218.000 M2 | 5.00000 1090.00| 2.50000 545.00| 3.00000 654.00
EROSION CONTROL GEOTEXTILE | | |
0360 627.711 860.000 M | 2.00000 1720.00| 2.20000 1892.00| 5.00000 4300.00
WHITE OR YELLOW PAINTED PAVEMENT | | |
MARKING LINE (PLAN QUANTITY ) | | |
0370 629.05 20.000 HR | 35.00000 700.00| 25.00000 500.00| 20.00000 400.00
HAND LABOR, STRAIGHT TIME | | |
0380 631.12 10.000 HR | 110.00000 1100.00| 80.00000 800.00| 65.00000 650.00
ALL PURPOSE EXCAVATOR (INCLUDING | | |
OPERATOR) | | |
LETTING DATE : 05/07/03 MAINE DEPARTMENT OF TRANSPORTATION DATE : 05/07/03
PAGE : 6
COUNTIE(S): PENOBSCOT TABULATION OF BIDS
CONTRACT ID : 010092.00
=========
====================================================================================================================================
|( 4 ) 000272 |( 5 ) 000063 |( 6 ) 000466
|A & V CONSTRUCTION, CORP. |WYMAN & SIMPSON, INC. |EMERY LEE & SONS, INC.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0390 631.14 10.000 HR | 140.00000 1400.00| 65.00000 650.00| 85.00000 850.00
GRADER (INCLUDING OPERATOR) | | |
0400 631.15 10.000 HR | 66.00000 660.00| 45.00000 450.00| 85.00000 850.00
ROLLER, EARTH AND BASE COURSE | | |
(INCLUDING OPERATOR) | | |
0410 631.171 10.000 HR | 61.00000 610.00| 35.00000 350.00| 50.00000 500.00
TRUCK - SMALL (INCLUDING OPERATOR) | | |
0420 637.071 LUMP| 7950.00000 7950.00| 2000.00000 2000.00| 2000.00000 2000.00
DUST CONTROL | | |
0430 652.39 LUMP| 15900.00000 15900.00| 50000.00000 50000.00| 50000.00000 50000.00
WORK ZONE TRAFFIC CONTROL | | |
0440 656.75 LUMP| 15530.00000 15530.00| 6500.00000 6500.00| 15000.00000 15000.00
TEMPORARY SOIL EROSION AND WATER | | |
POLLUTION CONTROL | | |
0450 659.10 LUMP| 60000.00000 60000.00| 61000.00000 61000.00| 52000.00000 52000.00
MOBILIZATION | | |
SECTION TOTALS | $ 612,987.00| $ 614,062.00| $ 695,746.00
------------------------------------------+----------------------------+----------------------------+-------------------------------
CONTRACT TOTALS | $ 612,987.00| $ 614,062.00| $ 695,746.00
====================================================================================================================================
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