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LETTING DATE : 01/14/04 MAINE DEPARTMENT OF TRANSPORTATION DATE : 01/14/04
PAGE : 1
COUNTIE(S): PENOBSCOT TABULATION OF BIDS
CONTRACT ID : 010084.00 COMPLETION DATE : 10/31/04
=========
PROJECT(S): STP-1008(400)X LOCATION(S): LINCOLN MAINE STATE DEPARTMENT OF TRANSPORTATION
A TRUE COPY : __________________________
TITLE : __________________________
ATTEST : ____________________________ CONTRACT DESCRIPTION : BRIDGE REPLCEMENT NOTARY PUBLIC
--------------------------------------------------------------------------------------------------------------------------
TOTAL % OVER
RANK VENDOR NO./NAME BID LOW BID
--------------------------------------------------------------------------------------------------------------------------
1 001934 MAINE EARTH $ 491,315.74 100.0000%
2 000164 C P M CONSTRUCTORS $ 499,407.75 101.6470%
3 000649 SARGENT & SARGENT, INC. $ 502,228.00 102.2210%
4 000304 LOU SILVER INC. $ 595,961.22 121.2990%
5 001954 TECHNICAL CONSTRUCTION INC. $ 642,128.20 130.6956%
6 000063 WYMAN & SIMPSON, INC. $ 654,788.00 133.2723%
7 001195 VAUGHN THIBODEAU & SONS, INC. $ 874,370.44 177.9651%
====================================================================================================================================
|( 1 ) 001934 |( 2 ) 000164 |( 3 ) 000649
|MAINE EARTH |C P M CONSTRUCTORS |SARGENT & SARGENT, INC.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0001 BRIDGE ITEMS
| | |
0010 201.23 8.000 EA | 400.00000 3200.00| 100.00000 800.00| 150.00000 1200.00
REMOVING SINGLE TREE TOP ONLY | | |
0020 202.19 1.000 LS | 8000.00000 8000.00| 35000.00000 35000.00| 25000.00000 25000.00
REMOVING EXISTING BRIDGE | | |
0030 203.20 1360.000 M3 | 9.00000 12240.00| 9.00000 12240.00| 12.00000 16320.00
COMMON EXCAVATION | | |
0040 203.231 70.000 M3 | 225.00000 15750.00| 85.00000 5950.00| 100.00000 7000.00
DISPOSAL OF RIVERBED EXCAVATION | | |
0050 203.24 20.000 M3 | 22.00000 440.00| 30.00000 600.00| 8.00000 160.00
COMMON BORROW | | |
0060 203.25 420.000 M3 | 22.00000 9240.00| 13.00000 5460.00| 16.00000 6720.00
GRANULAR BORROW | | |
0070 206.061 20.000 M3 | 25.00000 500.00| 20.00000 400.00| 18.00000 360.00
STRUCTURAL EARTH EXCAVATION - DRAINAGE | | |
AND MINOR STRUCTURES, BELOW GRADE | | |
0080 206.0611 260.000 M3 | 19.00000 4940.00| 15.00000 3900.00| 24.00000 6240.00
STRUCTURAL EARTH EXCAVATION - DRAINAGE | | |
AND MINOR STRUCTURES | | |
0090 304.10 1740.000 M3 | 19.00000 33060.00| 18.00000 31320.00| 16.00000 27840.00
AGGREGATE SUBBASE COURSE - GRAVEL | | |
LETTING DATE : 01/14/04 MAINE DEPARTMENT OF TRANSPORTATION DATE : 01/14/04
PAGE : 2
COUNTIE(S): PENOBSCOT TABULATION OF BIDS
CONTRACT ID : 010084.00
=========
====================================================================================================================================
|( 1 ) 001934 |( 2 ) 000164 |( 3 ) 000649
|MAINE EARTH |C P M CONSTRUCTORS |SARGENT & SARGENT, INC.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0100 403.208 175.000 MG | 49.62000 8683.50| 62.00000 10850.00| 62.00000 10850.00
HOT MIX ASPHALT 12.5 MM, SURFACE | | |
0110 403.213 560.000 MG | 49.62000 27787.20| 62.00000 34720.00| 62.00000 34720.00
HOT MIX ASPHALT 12.5 MM, BASE | | |
0120 409.15 170.000 L | 1.35000 229.50| 4.00000 680.00| 4.00000 680.00
BITUMINOUS TACK COAT APPLIED | | |
0130 508.13 146.000 LS | 3500.00000 3500.00| 5500.00000 5500.00| 5500.00000 5500.00
MEMBRANE WATERPROOFING | | |
0140 511.07 LUMP| 5000.00000 5000.00| 58000.00000 58000.00| 15000.00000 15000.00
COFFERDAM: DOWNSTREAM | | |
0150 511.07 LUMP| 5000.00000 5000.00| 60000.00000 60000.00| 15000.00000 15000.00
COFFERDAM: UPSTREAM | | |
0160 515.20 13.000 M2 | 1.50000 19.50| 50.00000 650.00| 20.00000 260.00
PROTECTIVE COATING FOR CONCRETE SURFACE | | |
0170 526.301 260.000 LS | 10000.00000 10000.00| 9000.00000 9000.00| 15000.00000 15000.00
TEMPORARY CONCRETE BARRIER TYPE I | | |
0180 534.71 146.000 LS | 225000.00000 225000.00| 130000.00000 130000.00| 149100.00000 149100.00
PRECAST CONCRETE BOX CULVERT | | |
0190 603.16 6.200 M | 70.00000 434.00| 100.00000 620.00| 100.00000 620.00
375 MM CULVERT PIPE OPTION I | | |
0200 606.265 1.000 EA | 60.00000 60.00| 60.00000 60.00| 60.00000 60.00
TERMINAL END - SINGLE RAIL - GALVANIZED | | |
STEEL | | |
0210 606.35 6.000 EA | 180.00000 1080.00| 30.00000 180.00| 30.00000 180.00
GUARDRAIL DELINEATOR POST | | |
0220 606.55 168.000 M | 31.08000 5221.44| 32.00000 5376.00| 32.00000 5376.00
GUARDRAIL TYPE 3 - SINGLE RAIL | | |
0230 606.60 8.000 M | 34.45000 275.60| 35.00000 280.00| 35.00000 280.00
GUARDRAIL TYPE 3 - OVER 4.5 METER RADIU | | |
0240 606.76 3.000 EA | 1400.00000 4200.00| 1400.00000 4200.00| 1400.00000 4200.00
MODIFIED ECCENTRIC LOADER TERMINAL | | |
0250 610.08 350.000 M3 | 70.00000 24500.00| 60.00000 21000.00| 50.00000 17500.00
PLAIN RIPRAP | | |
0260 610.16 72.000 M3 | 90.00000 6480.00| 80.00000 5760.00| 90.00000 6480.00
HEAVY RIPRAP | | |
0270 613.319 10.000 M2 | 15.00000 150.00| 5.00000 50.00| 2.00000 20.00
EROSION CONTROL BLANKET | | |
0280 615.07 81.000 M3 | 22.00000 1782.00| 20.00000 1620.00| 12.00000 972.00
LOAM | | |
0290 618.1411 22.000 UN | 41.00000 902.00| 45.00000 990.00| 22.00000 484.00
SEEDING METHOD NUMBER 3 - PLAN QUANTITY | | |
LETTING DATE : 01/14/04 MAINE DEPARTMENT OF TRANSPORTATION DATE : 01/14/04
PAGE : 3
COUNTIE(S): PENOBSCOT TABULATION OF BIDS
CONTRACT ID : 010084.00
=========
====================================================================================================================================
|( 1 ) 001934 |( 2 ) 000164 |( 3 ) 000649
|MAINE EARTH |C P M CONSTRUCTORS |SARGENT & SARGENT, INC.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0300 619.1201 28.000 UN | 8.00000 224.00| 10.00000 280.00| 8.00000 224.00
MULCH - PLAN QUANTITY | | |
0310 619.1401 162.000 M3 | 48.00000 7776.00| 22.00000 3564.00| 36.00000 5832.00
EROSION CONTROL MIX | | |
0320 620.54 500.000 M2 | 2.50000 1250.00| 6.00000 3000.00| 1.00000 500.00
STABILIZATION GEOTEXTILE | | |
0330 620.58 270.000 M2 | 2.75000 742.50| 7.00000 1890.00| 1.00000 270.00
EROSION CONTROL GEOTEXTILE | | |
0340 627.711 555.000 M | 2.70000 1498.50| 2.05000 1137.75| 2.00000 1110.00
WHITE OR YELLOW PAINTED PAVEMENT | | |
MARKING LINE (PLAN QUANTITY ) | | |
0350 629.05 10.000 HR | 30.00000 300.00| 25.00000 250.00| 24.00000 240.00
HAND LABOR, STRAIGHT TIME | | |
0360 631.12 10.000 HR | 125.00000 1250.00| 110.00000 1100.00| 100.00000 1000.00
ALL PURPOSE EXCAVATOR (INCLUDING | | |
OPERATOR) | | |
0370 631.14 10.000 HR | 125.00000 1250.00| 85.00000 850.00| 100.00000 1000.00
GRADER (INCLUDING OPERATOR) | | |
0380 631.15 10.000 HR | 75.00000 750.00| 65.00000 650.00| 75.00000 750.00
ROLLER, EARTH AND BASE COURSE | | |
(INCLUDING OPERATOR) | | |
0390 631.171 10.000 HR | 45.00000 450.00| 48.00000 480.00| 48.00000 480.00
TRUCK - SMALL (INCLUDING OPERATOR) | | |
0400 637.071 LUMP| 650.00000 650.00| 1000.00000 1000.00| 5000.00000 5000.00
DUST CONTROL | | |
0410 639.19 1.000 EA | 3000.00000 3000.00| 3000.00000 3000.00| 2500.00000 2500.00
FIELD OFFICE TYPE B | | |
0420 652.39 LUMP| 3000.00000 3000.00| 1000.00000 1000.00| 45000.00000 45000.00
WORK ZONE TRAFFIC CONTROL | | |
0430 656.75 LUMP| 2500.00000 2500.00| 1000.00000 1000.00| 15000.00000 15000.00
TEMPORARY SOIL EROSION AND WATER | | |
POLLUTION CONTROL | | |
0440 659.10 LUMP| 49000.00000 49000.00| 35000.00000 35000.00| 50200.00000 50200.00
MOBILIZATION | | |
SECTION TOTALS | $ 491,315.74| $ 499,407.75| $ 502,228.00
------------------------------------------+----------------------------+----------------------------+-------------------------------
CONTRACT TOTALS | $ 491,315.74| $ 499,407.75| $ 502,228.00
====================================================================================================================================
LETTING DATE : 01/14/04 MAINE DEPARTMENT OF TRANSPORTATION DATE : 01/14/04
PAGE : 4
COUNTIE(S): PENOBSCOT TABULATION OF BIDS
CONTRACT ID : 010084.00
=========
====================================================================================================================================
|( 4 ) 000304 |( 5 ) 001954 |( 6 ) 000063
|LOU SILVER INC. |TECHNICAL CONSTRUCTION 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 201.23 8.000 EA | 225.00000 1800.00| 650.00000 5200.00| 200.00000 1600.00
REMOVING SINGLE TREE TOP ONLY | | |
0020 202.19 1.000 LS | 30440.00000 30440.00| 35000.00000 35000.00| 60000.00000 60000.00
REMOVING EXISTING BRIDGE | | |
0030 203.20 1360.000 M3 | 16.45000 22372.00| 10.00000 13600.00| 14.50000 19720.00
COMMON EXCAVATION | | |
0040 203.231 70.000 M3 | 250.00000 17500.00| 100.00000 7000.00| 65.00000 4550.00
DISPOSAL OF RIVERBED EXCAVATION | | |
0050 203.24 20.000 M3 | 20.00000 400.00| 16.00000 320.00| 15.00000 300.00
COMMON BORROW | | |
0060 203.25 420.000 M3 | 40.00000 16800.00| 25.00000 10500.00| 21.00000 8820.00
GRANULAR BORROW | | |
0070 206.061 20.000 M3 | 50.00000 1000.00| 31.00000 620.00| 50.00000 1000.00
STRUCTURAL EARTH EXCAVATION - DRAINAGE | | |
AND MINOR STRUCTURES, BELOW GRADE | | |
0080 206.0611 260.000 M3 | 18.35000 4771.00| 35.00000 9100.00| 35.00000 9100.00
STRUCTURAL EARTH EXCAVATION - DRAINAGE | | |
AND MINOR STRUCTURES | | |
0090 304.10 1740.000 M3 | 22.20000 38628.00| 20.00000 34800.00| 19.40000 33756.00
AGGREGATE SUBBASE COURSE - GRAVEL | | |
0100 403.208 175.000 MG | 62.00000 10850.00| 66.00000 11550.00| 70.40000 12320.00
HOT MIX ASPHALT 12.5 MM, SURFACE | | |
0110 403.213 560.000 MG | 62.00000 34720.00| 66.00000 36960.00| 70.40000 39424.00
HOT MIX ASPHALT 12.5 MM, BASE | | |
0120 409.15 170.000 L | 4.00000 680.00| 4.00000 680.00| 4.50000 765.00
BITUMINOUS TACK COAT APPLIED | | |
0130 508.13 146.000 LS | 5075.00000 5075.00| 2030.00000 2030.00| 2500.00000 2500.00
MEMBRANE WATERPROOFING | | |
0140 511.07 LUMP| 17400.00000 17400.00| 75900.00000 75900.00| 15000.00000 15000.00
COFFERDAM: DOWNSTREAM | | |
0150 511.07 LUMP| 25600.00000 25600.00| 60100.00000 60100.00| 15000.00000 15000.00
COFFERDAM: UPSTREAM | | |
0160 515.20 13.000 M2 | 83.30000 1082.90| 27.00000 351.00| 26.00000 338.00
PROTECTIVE COATING FOR CONCRETE SURFACE | | |
0170 526.301 260.000 LS | 7200.00000 7200.00| 7160.00000 7160.00| 13000.00000 13000.00
TEMPORARY CONCRETE BARRIER TYPE I | | |
0180 534.71 146.000 LS | 243000.00000 243000.00| 161600.00000 161600.00| 265000.00000 265000.00
PRECAST CONCRETE BOX CULVERT | | |
0190 603.16 6.200 M | 78.40000 486.08| 86.00000 533.20| 125.00000 775.00
375 MM CULVERT PIPE OPTION I | | |
LETTING DATE : 01/14/04 MAINE DEPARTMENT OF TRANSPORTATION DATE : 01/14/04
PAGE : 5
COUNTIE(S): PENOBSCOT TABULATION OF BIDS
CONTRACT ID : 010084.00
=========
====================================================================================================================================
|( 4 ) 000304 |( 5 ) 001954 |( 6 ) 000063
|LOU SILVER INC. |TECHNICAL CONSTRUCTION INC. |WYMAN & SIMPSON, INC.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0200 606.265 1.000 EA | 60.00000 60.00| 61.00000 61.00| 65.00000 65.00
TERMINAL END - SINGLE RAIL - GALVANIZED | | |
STEEL | | |
0210 606.35 6.000 EA | 30.00000 180.00| 30.00000 180.00| 32.00000 192.00
GUARDRAIL DELINEATOR POST | | |
0220 606.55 168.000 M | 31.08000 5221.44| 31.00000 5208.00| 33.50000 5628.00
GUARDRAIL TYPE 3 - SINGLE RAIL | | |
0230 606.60 8.000 M | 34.35000 274.80| 35.00000 280.00| 37.00000 296.00
GUARDRAIL TYPE 3 - OVER 4.5 METER RADIU | | |
0240 606.76 3.000 EA | 1400.00000 4200.00| 1420.00000 4260.00| 1500.00000 4500.00
MODIFIED ECCENTRIC LOADER TERMINAL | | |
0250 610.08 350.000 M3 | 50.00000 17500.00| 54.00000 18900.00| 60.00000 21000.00
PLAIN RIPRAP | | |
0260 610.16 72.000 M3 | 70.00000 5040.00| 59.00000 4248.00| 72.00000 5184.00
HEAVY RIPRAP | | |
0270 613.319 10.000 M2 | 14.45000 144.50| 4.00000 40.00| 2.00000 20.00
EROSION CONTROL BLANKET | | |
0280 615.07 81.000 M3 | 48.25000 3908.25| 37.00000 2997.00| 36.00000 2916.00
LOAM | | |
0290 618.1411 22.000 UN | 90.00000 1980.00| 35.00000 770.00| 40.00000 880.00
SEEDING METHOD NUMBER 3 - PLAN QUANTITY | | |
0300 619.1201 28.000 UN | 20.50000 574.00| 20.00000 560.00| 40.00000 1120.00
MULCH - PLAN QUANTITY | | |
0310 619.1401 162.000 M3 | 47.00000 7614.00| 35.00000 5670.00| 24.00000 3888.00
EROSION CONTROL MIX | | |
0320 620.54 500.000 M2 | 3.00000 1500.00| 3.00000 1500.00| 3.60000 1800.00
STABILIZATION GEOTEXTILE | | |
0330 620.58 270.000 M2 | 3.00000 810.00| 3.00000 810.00| 2.00000 540.00
EROSION CONTROL GEOTEXTILE | | |
0340 627.711 555.000 M | 2.15000 1193.25| 2.00000 1110.00| 2.20000 1221.00
WHITE OR YELLOW PAINTED PAVEMENT | | |
MARKING LINE (PLAN QUANTITY ) | | |
0350 629.05 10.000 HR | 25.00000 250.00| 35.00000 350.00| 22.00000 220.00
HAND LABOR, STRAIGHT TIME | | |
0360 631.12 10.000 HR | 92.80000 928.00| 130.00000 1300.00| 85.00000 850.00
ALL PURPOSE EXCAVATOR (INCLUDING | | |
OPERATOR) | | |
0370 631.14 10.000 HR | 89.80000 898.00| 110.00000 1100.00| 75.00000 750.00
GRADER (INCLUDING OPERATOR) | | |
0380 631.15 10.000 HR | 77.00000 770.00| 63.00000 630.00| 40.00000 400.00
ROLLER, EARTH AND BASE COURSE | | |
(INCLUDING OPERATOR) | | |
LETTING DATE : 01/14/04 MAINE DEPARTMENT OF TRANSPORTATION DATE : 01/14/04
PAGE : 6
COUNTIE(S): PENOBSCOT TABULATION OF BIDS
CONTRACT ID : 010084.00
=========
====================================================================================================================================
|( 4 ) 000304 |( 5 ) 001954 |( 6 ) 000063
|LOU SILVER INC. |TECHNICAL CONSTRUCTION INC. |WYMAN & SIMPSON, INC.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0390 631.171 10.000 HR | 45.00000 450.00| 55.00000 550.00| 35.00000 350.00
TRUCK - SMALL (INCLUDING OPERATOR) | | |
0400 637.071 LUMP| 500.00000 500.00| 5990.00000 5990.00| 1000.00000 1000.00
DUST CONTROL | | |
0410 639.19 1.000 EA | 6200.00000 6200.00| 4500.00000 4500.00| 3500.00000 3500.00
FIELD OFFICE TYPE B | | |
0420 652.39 LUMP| 29100.00000 29100.00| 25300.00000 25300.00| 25000.00000 25000.00
WORK ZONE TRAFFIC CONTROL | | |
0430 656.75 LUMP| 3700.00000 3700.00| 17810.00000 17810.00| 7500.00000 7500.00
TEMPORARY SOIL EROSION AND WATER | | |
POLLUTION CONTROL | | |
0440 659.10 LUMP| 23160.00000 23160.00| 65000.00000 65000.00| 63000.00000 63000.00
MOBILIZATION | | |
SECTION TOTALS | $ 595,961.22| $ 642,128.20| $ 654,788.00
------------------------------------------+----------------------------+----------------------------+-------------------------------
CONTRACT TOTALS | $ 595,961.22| $ 642,128.20| $ 654,788.00
====================================================================================================================================
LETTING DATE : 01/14/04 MAINE DEPARTMENT OF TRANSPORTATION DATE : 01/14/04
PAGE : 7
COUNTIE(S): PENOBSCOT TABULATION OF BIDS
CONTRACT ID : 010084.00
=========
====================================================================================================================================
|( 7 ) 001195 |( ) |( )
|VAUGHN THIBODEAU & SONS, IN | |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0001 BRIDGE ITEMS
| | |
0010 201.23 8.000 EA | 350.00000 2800.00| |
REMOVING SINGLE TREE TOP ONLY | | |
0020 202.19 1.000 LS | 50000.00000 50000.00| |
REMOVING EXISTING BRIDGE | | |
0030 203.20 1360.000 M3 | 20.00000 27200.00| |
COMMON EXCAVATION | | |
0040 203.231 70.000 M3 | 164.00000 11480.00| |
DISPOSAL OF RIVERBED EXCAVATION | | |
0050 203.24 20.000 M3 | 58.50000 1170.00| |
COMMON BORROW | | |
0060 203.25 420.000 M3 | 32.73000 13746.60| |
GRANULAR BORROW | | |
0070 206.061 20.000 M3 | 65.00000 1300.00| |
STRUCTURAL EARTH EXCAVATION - DRAINAGE | | |
AND MINOR STRUCTURES, BELOW GRADE | | |
0080 206.0611 260.000 M3 | 30.00000 7800.00| |
STRUCTURAL EARTH EXCAVATION - DRAINAGE | | |
AND MINOR STRUCTURES | | |
0090 304.10 1740.000 M3 | 32.70000 56898.00| |
AGGREGATE SUBBASE COURSE - GRAVEL | | |
0100 403.208 175.000 MG | 49.62000 8683.50| |
HOT MIX ASPHALT 12.5 MM, SURFACE | | |
0110 403.213 560.000 MG | 49.62000 27787.20| |
HOT MIX ASPHALT 12.5 MM, BASE | | |
0120 409.15 170.000 L | 1.35000 229.50| |
BITUMINOUS TACK COAT APPLIED | | |
0130 508.13 146.000 LS | 8000.00000 8000.00| |
MEMBRANE WATERPROOFING | | |
0140 511.07 LUMP| 20000.00000 20000.00| |
COFFERDAM: DOWNSTREAM | | |
0150 511.07 LUMP| 20000.00000 20000.00| |
COFFERDAM: UPSTREAM | | |
0160 515.20 13.000 M2 | 384.00000 4992.00| |
PROTECTIVE COATING FOR CONCRETE SURFACE | | |
0170 526.301 260.000 LS | 10000.00000 10000.00| |
TEMPORARY CONCRETE BARRIER TYPE I | | |
0180 534.71 146.000 LS | 430000.00000 430000.00| |
PRECAST CONCRETE BOX CULVERT | | |
0190 603.16 6.200 M | 93.00000 576.60| |
375 MM CULVERT PIPE OPTION I | | |
LETTING DATE : 01/14/04 MAINE DEPARTMENT OF TRANSPORTATION DATE : 01/14/04
PAGE : 8
COUNTIE(S): PENOBSCOT TABULATION OF BIDS
CONTRACT ID : 010084.00
=========
====================================================================================================================================
|( 7 ) 001195 |( ) |( )
|VAUGHN THIBODEAU & SONS, IN | |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0200 606.265 1.000 EA | 50.00000 50.00| |
TERMINAL END - SINGLE RAIL - GALVANIZED | | |
STEEL | | |
0210 606.35 6.000 EA | 28.00000 168.00| |
GUARDRAIL DELINEATOR POST | | |
0220 606.55 168.000 M | 38.50000 6468.00| |
GUARDRAIL TYPE 3 - SINGLE RAIL | | |
0230 606.60 8.000 M | 44.00000 352.00| |
GUARDRAIL TYPE 3 - OVER 4.5 METER RADIU | | |
0240 606.76 3.000 EA | 1760.00000 5280.00| |
MODIFIED ECCENTRIC LOADER TERMINAL | | |
0250 610.08 350.000 M3 | 36.64000 12824.00| |
PLAIN RIPRAP | | |
0260 610.16 72.000 M3 | 97.91000 7049.52| |
HEAVY RIPRAP | | |
0270 613.319 10.000 M2 | 5.00000 50.00| |
EROSION CONTROL BLANKET | | |
0280 615.07 81.000 M3 | 52.34000 4239.54| |
LOAM | | |
0290 618.1411 22.000 UN | 35.00000 770.00| |
SEEDING METHOD NUMBER 3 - PLAN QUANTITY | | |
0300 619.1201 28.000 UN | 25.00000 700.00| |
MULCH - PLAN QUANTITY | | |
0310 619.1401 162.000 M3 | 58.89000 9540.18| |
EROSION CONTROL MIX | | |
0320 620.54 500.000 M2 | 5.98000 2990.00| |
STABILIZATION GEOTEXTILE | | |
0330 620.58 270.000 M2 | 3.58000 966.60| |
EROSION CONTROL GEOTEXTILE | | |
0340 627.711 555.000 M | 3.44000 1909.20| |
WHITE OR YELLOW PAINTED PAVEMENT | | |
MARKING LINE (PLAN QUANTITY ) | | |
0350 629.05 10.000 HR | 25.00000 250.00| |
HAND LABOR, STRAIGHT TIME | | |
0360 631.12 10.000 HR | 115.00000 1150.00| |
ALL PURPOSE EXCAVATOR (INCLUDING | | |
OPERATOR) | | |
0370 631.14 10.000 HR | 80.00000 800.00| |
GRADER (INCLUDING OPERATOR) | | |
0380 631.15 10.000 HR | 70.00000 700.00| |
ROLLER, EARTH AND BASE COURSE | | |
(INCLUDING OPERATOR) | | |
LETTING DATE : 01/14/04 MAINE DEPARTMENT OF TRANSPORTATION DATE : 01/14/04
PAGE : 9
COUNTIE(S): PENOBSCOT TABULATION OF BIDS
CONTRACT ID : 010084.00
=========
====================================================================================================================================
|( 7 ) 001195 |( ) |( )
|VAUGHN THIBODEAU & SONS, IN | |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0390 631.171 10.000 HR | 45.00000 450.00| |
TRUCK - SMALL (INCLUDING OPERATOR) | | |
0400 637.071 LUMP| 10000.00000 10000.00| |
DUST CONTROL | | |
0410 639.19 1.000 EA | 10000.00000 10000.00| |
FIELD OFFICE TYPE B | | |
0420 652.39 LUMP| 65000.00000 65000.00| |
WORK ZONE TRAFFIC CONTROL | | |
0430 656.75 LUMP| 20000.00000 20000.00| |
TEMPORARY SOIL EROSION AND WATER | | |
POLLUTION CONTROL | | |
0440 659.10 LUMP| 10000.00000 10000.00| |
MOBILIZATION | | |
SECTION TOTALS | $ 874,370.44| $ 0.00| $ 0.00
------------------------------------------+----------------------------+----------------------------+-------------------------------
CONTRACT TOTALS | $ 874,370.44| $ 0.00| $
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