Skip Maine state header navigation
LETTING DATE : 01/08/03 MAINE DEPARTMENT OF TRANSPORTATION DATE : 01/09/03
PAGE : 1
LOCATION : TABULATION OF BIDS
CONTRACT ID : 010073.00 COMPLETION DATE : 11/15/03
=========
PROJECT(S): STP-BR-1007(300)X COUNTIE(S) : PENOBSCOT MAINE STATE DEPARTMENT OF TRANSPORTATION
A TRUE COPY : __________________________
TITLE : __________________________
ATTEST : ____________________________ CONTRACT DESCRIPTION : BROWN BRIDGENO 5419 NOTARY PUBLIC
--------------------------------------------------------------------------------------------------------------------------
TOTAL % OVER
RANK VENDOR NO./NAME BID LOW BID
--------------------------------------------------------------------------------------------------------------------------
1 000304 LOU SILVER INC. $ 200,209.81 0.0000%
2 000022 THE LANE CONSTRUCTION CORP. $ 217,294.09 0.0000%
3 000649 SARGENT & SARGENT, INC. $ 219,604.06 0.0000%
4 000666 MAINE EARTH MOVING $ 229,767.06 0.0000%
5 000063 WYMAN & SIMPSON, INC. $ 234,486.35 0.0000%
6 000416 T BUCK CONSTRUCTION INC. $ 249,261.06 0.0000%
7 000272 A & V CONSTRUCTION, CORP. $ 283,889.85 0.0000%
8 001177 ATLANTIC MECHANICAL, INC. $ 287,601.22 0.0000%
9 000164 C P M CONSTRUCTORS $ 297,495.06 0.0000%
10 001195 VAUGHN THIBODEAU & SONS, INC. $ 354,195.95 0.0000%
====================================================================================================================================
|( 1 ) 000304 |( 2 ) 000022 |( 3 ) 000649
|LOU SILVER INC. |THE LANE CONSTRUCTION CORP. |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 202.19 100.000 LS | 9400.00000 9400.00| 10000.00000 10000.00| 22500.00000 22500.00
REMOVING EXISTING BRIDGE | | |
0020 203.20 800.000 M3 | 10.35000 8280.00| 15.00000 12000.00| 4.00000 3200.00
COMMON EXCAVATION | | |
0030 203.24 115.000 M3 | 1.00000 115.00| 20.00000 2300.00| 5.00000 575.00
COMMON BORROW | | |
0040 203.25 200.000 M3 | 26.20000 5240.00| 27.00000 5400.00| 6.00000 1200.00
GRANULAR BORROW | | |
0050 304.10 825.000 M3 | 10.00000 8250.00| 16.00000 13200.00| 8.00000 6600.00
AGGREGATE SUBBASE COURSE - GRAVEL | | |
0060 403.207 171.000 MG | 65.00000 11115.00| 65.00000 11115.00| 65.00000 11115.00
HOT MIX ASPHALT 19.0 MM NOMINAL MAX SIZ | | |
0070 403.210 98.000 MG | 65.00000 6370.00| 65.00000 6370.00| 65.00000 6370.00
HOT MIX ASPHALT 9.5 MM NOMINAL MAX SIZE | | |
0080 403.213 111.000 MG | 65.00000 7215.00| 65.00000 7215.00| 65.00000 7215.00
HOT MIX ASPHALT 12.5 MM, BASE | | |
LETTING DATE : 01/08/03 MAINE DEPARTMENT OF TRANSPORTATION DATE : 01/09/03
PAGE : 2
LOCATION : TABULATION OF BIDS
CONTRACT ID : 010073.00
=========
====================================================================================================================================
|( 1 ) 000304 |( 2 ) 000022 |( 3 ) 000649
|LOU SILVER INC. |THE LANE CONSTRUCTION CORP. |SARGENT & SARGENT, INC.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0090 409.15 95.000 L | 5.00000 475.00| 5.00000 475.00| 5.00000 475.00
BITUMINOUS TACK COAT APPLIED | | |
0100 509.12 1.000 LS | 41547.50000 41547.50| 31000.00000 31000.00| 25000.00000 25000.00
STEEL STRUCTURAL PLATE PIPE ARCH: | | |
0110 510.10 LUMP| 27175.00000 27175.00| 26000.00000 26000.00| 45000.00000 45000.00
SPECIAL DETOUR_____(M) ROADWAY WIDTH | | |
VEHICULAR & PEDESTRIAN TRAFFIC NOT | | |
SEPARATED | | |
0120 511.07 LUMP| 1840.00000 1840.00| 4000.00000 4000.00| 7500.00000 7500.00
COFFERDAM: Down Stream | | |
0130 511.07 LUMP| 4825.00000 4825.00| 2000.00000 2000.00| 5000.00000 5000.00
COFFERDAM: Up Stream | | |
0140 526.301 50.000 LS | 7090.00000 7090.00| 6000.00000 6000.00| 4000.00000 4000.00
TEMPORARY CONCRETE BARRIER TYPE I | | |
0150 606.275 2.000 EA | 25.00000 50.00| 79.20000 158.40| 25.00000 50.00
TERMINAL END - DOUBLE RAIL - GALVANIZED | | |
STEEL | | |
0160 606.35 5.000 EA | 25.00000 125.00| 35.00000 175.00| 25.00000 125.00
GUARDRAIL DELINEATOR POST | | |
0170 606.55 126.000 M | 40.00000 5040.00| 44.40000 5594.40| 40.00000 5040.00
GUARDRAIL TYPE 3 - SINGLE RAIL | | |
0180 606.60 11.430 M | 42.00000 480.06| 53.00000 605.79| 42.00000 480.06
GUARDRAIL TYPE 3 - OVER 4.5 METER RADIU | | |
0190 606.76 2.000 EA | 1500.00000 3000.00| 1550.00000 3100.00| 1500.00000 3000.00
MODIFIED ECCENTRIC LOADER TERMINAL | | |
0200 610.08 65.000 M3 | 60.00000 3900.00| 60.00000 3900.00| 60.00000 3900.00
PLAIN RIPRAP | | |
0210 613.319 11.000 M2 | 1.85000 20.35| 5.00000 55.00| 4.00000 44.00
EROSION CONTROL BLANKET | | |
0220 615.07 33.000 M3 | 50.00000 1650.00| 30.00000 990.00| 30.00000 990.00
LOAM | | |
0230 618.1301 2.000 UN | 125.00000 250.00| 100.00000 200.00| 100.00000 200.00
SEEDING METHOD NUMBER 1 - PLAN QUANTITY | | |
0240 618.1411 5.000 UN | 63.25000 316.25| 50.00000 250.00| 50.00000 250.00
SEEDING METHOD NUMBER 3 - PLAN QUANTITY | | |
0250 618.15 4.000 KG | 5.00000 20.00| 4.00000 16.00| 4.00000 16.00
TEMPORARY SEEDING | | |
0260 618.25 1.000 M3 | 100.00000 100.00| 85.00000 85.00| 85.00000 85.00
APPLIED WATER | | |
0270 619.1201 7.000 UN | 47.25000 330.75| 50.00000 350.00| 40.00000 280.00
MULCH - PLAN QUANTITY | | |
LETTING DATE : 01/08/03 MAINE DEPARTMENT OF TRANSPORTATION DATE : 01/09/03
PAGE : 3
LOCATION : TABULATION OF BIDS
CONTRACT ID : 010073.00
=========
====================================================================================================================================
|( 1 ) 000304 |( 2 ) 000022 |( 3 ) 000649
|LOU SILVER INC. |THE LANE CONSTRUCTION CORP. |SARGENT & SARGENT, INC.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0280 619.1401 65.000 M3 | 57.30000 3724.50| 50.00000 3250.00| 40.00000 2600.00
EROSION CONTROL MIX | | |
0290 620.54 310.000 M2 | 4.25000 1317.50| 4.00000 1240.00| 2.00000 620.00
STABILIZATION GEOTEXTILE | | |
0300 620.65 118.000 M2 | 36.00000 4248.00| 20.00000 2360.00| 8.00000 944.00
REINFORCEMENT GEOGRID | | |
0310 627.711 330.000 M | 2.75000 907.50| 5.15000 1699.50| 5.00000 1650.00
WHITE OR YELLOW PAINTED PAVEMENT | | |
MARKING LINE (PLAN QUANTITY ) | | |
0320 629.05 20.000 HR | 26.60000 532.00| 21.00000 420.00| 30.00000 600.00
HAND LABOR, STRAIGHT TIME | | |
0330 631.12 10.000 HR | 90.00000 900.00| 90.00000 900.00| 120.00000 1200.00
ALL PURPOSE EXCAVATOR (INCLUDING | | |
OPERATOR) | | |
0340 631.172 10.000 HR | 50.00000 500.00| 45.00000 450.00| 50.00000 500.00
TRUCK - LARGE (INCLUDING OPERATOR) | | |
0350 637.071 LUMP| 900.00000 900.00| 1200.00000 1200.00| 2500.00000 2500.00
DUST CONTROL | | |
0360 639.19 1.000 EA | 3000.00000 3000.00| 4000.00000 4000.00| 2500.00000 2500.00
FIELD OFFICE TYPE B | | |
0370 643.72 LUMP| 4500.00000 4500.00| 7000.00000 7000.00| 7000.00000 7000.00
TEMPORARY TRAFFIC SIGNAL | | |
0380 652.39 LUMP| 8100.00000 8100.00| 12000.00000 12000.00| 10000.00000 10000.00
WORK ZONE TRAFFIC CONTROL | | |
0390 656.75 LUMP| 5000.00000 5000.00| 4900.00000 4900.00| 7500.00000 7500.00
TEMPORARY SOIL EROSION AND WATER | | |
POLLUTION CONTROL | | |
0400 657.24 8.000 UN | 57.55000 460.40| 40.00000 320.00| 10.00000 80.00
SEEDING PITS | | |
0410 659.10 LUMP| 11900.00000 11900.00| 25000.00000 25000.00| 21700.00000 21700.00
MOBILIZATION | | |
SECTION TOTALS | $ 200,209.81| $ 217,294.09| $ 219,604.06
------------------------------------------+----------------------------+----------------------------+-------------------------------
CONTRACT TOTALS | $ 200,209.81| $ 217,294.09| $ 219,604.06
====================================================================================================================================
LETTING DATE : 01/08/03 MAINE DEPARTMENT OF TRANSPORTATION DATE : 01/09/03
PAGE : 4
LOCATION : TABULATION OF BIDS
CONTRACT ID : 010073.00
=========
====================================================================================================================================
|( 4 ) 000666 |( 5 ) 000063 |( 6 ) 000416
|MAINE EARTH MOVING |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 202.19 100.000 LS | 8000.00000 8000.00| 25000.00000 25000.00| 13900.00000 13900.00
REMOVING EXISTING BRIDGE | | |
0020 203.20 800.000 M3 | 12.00000 9600.00| 10.70000 8560.00| 9.50000 7600.00
COMMON EXCAVATION | | |
0030 203.24 115.000 M3 | 14.00000 1610.00| 15.00000 1725.00| 15.50000 1782.50
COMMON BORROW | | |
0040 203.25 200.000 M3 | 14.00000 2800.00| 23.00000 4600.00| 25.50000 5100.00
GRANULAR BORROW | | |
0050 304.10 825.000 M3 | 12.00000 9900.00| 20.00000 16500.00| 19.50000 16087.50
AGGREGATE SUBBASE COURSE - GRAVEL | | |
0060 403.207 171.000 MG | 65.00000 11115.00| 70.00000 11970.00| 65.00000 11115.00
HOT MIX ASPHALT 19.0 MM NOMINAL MAX SIZ | | |
0070 403.210 98.000 MG | 65.00000 6370.00| 70.00000 6860.00| 65.00000 6370.00
HOT MIX ASPHALT 9.5 MM NOMINAL MAX SIZE | | |
0080 403.213 111.000 MG | 65.00000 7215.00| 70.00000 7770.00| 65.00000 7215.00
HOT MIX ASPHALT 12.5 MM, BASE | | |
0090 409.15 95.000 L | 5.00000 475.00| 6.00000 570.00| 5.00000 475.00
BITUMINOUS TACK COAT APPLIED | | |
0100 509.12 1.000 LS | 50000.00000 50000.00| 40000.00000 40000.00| 26000.00000 26000.00
STEEL STRUCTURAL PLATE PIPE ARCH: | | |
0110 510.10 LUMP| 24000.00000 24000.00| 25000.00000 25000.00| 42750.00000 42750.00
SPECIAL DETOUR_____(M) ROADWAY WIDTH | | |
VEHICULAR & PEDESTRIAN TRAFFIC NOT | | |
SEPARATED | | |
0120 511.07 LUMP| 3500.00000 3500.00| 5000.00000 5000.00| 4750.00000 4750.00
COFFERDAM: Down Stream | | |
0130 511.07 LUMP| 3500.00000 3500.00| 5000.00000 5000.00| 10100.00000 10100.00
COFFERDAM: Up Stream | | |
0140 526.301 50.000 LS | 12000.00000 12000.00| 2000.00000 2000.00| 10450.00000 10450.00
TEMPORARY CONCRETE BARRIER TYPE I | | |
0150 606.275 2.000 EA | 25.00000 50.00| 30.00000 60.00| 25.00000 50.00
TERMINAL END - DOUBLE RAIL - GALVANIZED | | |
STEEL | | |
0160 606.35 5.000 EA | 25.00000 125.00| 30.00000 150.00| 25.00000 125.00
GUARDRAIL DELINEATOR POST | | |
0170 606.55 126.000 M | 40.00000 5040.00| 43.00000 5418.00| 40.00000 5040.00
GUARDRAIL TYPE 3 - SINGLE RAIL | | |
0180 606.60 11.430 M | 42.00000 480.06| 45.00000 514.35| 42.00000 480.06
GUARDRAIL TYPE 3 - OVER 4.5 METER RADIU | | |
LETTING DATE : 01/08/03 MAINE DEPARTMENT OF TRANSPORTATION DATE : 01/09/03
PAGE : 5
LOCATION : TABULATION OF BIDS
CONTRACT ID : 010073.00
=========
====================================================================================================================================
|( 4 ) 000666 |( 5 ) 000063 |( 6 ) 000416
|MAINE EARTH MOVING |WYMAN & SIMPSON, INC. |T BUCK CONSTRUCTION INC.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0190 606.76 2.000 EA | 1500.00000 3000.00| 1600.00000 3200.00| 1500.00000 3000.00
MODIFIED ECCENTRIC LOADER TERMINAL | | |
0200 610.08 65.000 M3 | 64.00000 4160.00| 51.00000 3315.00| 55.00000 3575.00
PLAIN RIPRAP | | |
0210 613.319 11.000 M2 | 2.00000 22.00| 5.00000 55.00| 25.00000 275.00
EROSION CONTROL BLANKET | | |
0220 615.07 33.000 M3 | 55.00000 1815.00| 30.00000 990.00| 50.00000 1650.00
LOAM | | |
0230 618.1301 2.000 UN | 100.00000 200.00| 165.00000 330.00| 250.00000 500.00
SEEDING METHOD NUMBER 1 - PLAN QUANTITY | | |
0240 618.1411 5.000 UN | 50.00000 250.00| 145.00000 725.00| 150.00000 750.00
SEEDING METHOD NUMBER 3 - PLAN QUANTITY | | |
0250 618.15 4.000 KG | 40.00000 160.00| 11.00000 44.00| 10.00000 40.00
TEMPORARY SEEDING | | |
0260 618.25 1.000 M3 | 85.00000 85.00| 215.00000 215.00| 50.00000 50.00
APPLIED WATER | | |
0270 619.1201 7.000 UN | 85.00000 595.00| 50.00000 350.00| 50.00000 350.00
MULCH - PLAN QUANTITY | | |
0280 619.1401 65.000 M3 | 55.00000 3575.00| 33.00000 2145.00| 55.00000 3575.00
EROSION CONTROL MIX | | |
0290 620.54 310.000 M2 | 3.50000 1085.00| 4.00000 1240.00| 1.35000 418.50
STABILIZATION GEOTEXTILE | | |
0300 620.65 118.000 M2 | 30.00000 3540.00| 7.50000 885.00| 28.50000 3363.00
REINFORCEMENT GEOGRID | | |
0310 627.711 330.000 M | 3.00000 990.00| 5.50000 1815.00| 5.15000 1699.50
WHITE OR YELLOW PAINTED PAVEMENT | | |
MARKING LINE (PLAN QUANTITY ) | | |
0320 629.05 20.000 HR | 30.00000 600.00| 25.00000 500.00| 30.00000 600.00
HAND LABOR, STRAIGHT TIME | | |
0330 631.12 10.000 HR | 110.00000 1100.00| 85.00000 850.00| 100.00000 1000.00
ALL PURPOSE EXCAVATOR (INCLUDING | | |
OPERATOR) | | |
0340 631.172 10.000 HR | 45.00000 450.00| 35.00000 350.00| 55.00000 550.00
TRUCK - LARGE (INCLUDING OPERATOR) | | |
0350 637.071 LUMP| 1000.00000 1000.00| 1500.00000 1500.00| 2950.00000 2950.00
DUST CONTROL | | |
0360 639.19 1.000 EA | 2500.00000 2500.00| 2000.00000 2000.00| 4150.00000 4150.00
FIELD OFFICE TYPE B | | |
0370 643.72 LUMP| 7000.00000 7000.00| 9000.00000 9000.00| 7000.00000 7000.00
TEMPORARY TRAFFIC SIGNAL | | |
0380 652.39 LUMP| 15000.00000 15000.00| 10000.00000 10000.00| 15150.00000 15150.00
WORK ZONE TRAFFIC CONTROL | | |
LETTING DATE : 01/08/03 MAINE DEPARTMENT OF TRANSPORTATION DATE : 01/09/03
PAGE : 6
LOCATION : TABULATION OF BIDS
CONTRACT ID : 010073.00
=========
====================================================================================================================================
|( 4 ) 000666 |( 5 ) 000063 |( 6 ) 000416
|MAINE EARTH MOVING |WYMAN & SIMPSON, INC. |T BUCK CONSTRUCTION INC.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0390 656.75 LUMP| 6500.00000 6500.00| 4000.00000 4000.00| 3385.00000 3385.00
TEMPORARY SOIL EROSION AND WATER | | |
POLLUTION CONTROL | | |
0400 657.24 8.000 UN | 45.00000 360.00| 35.00000 280.00| 30.00000 240.00
SEEDING PITS | | |
0410 659.10 LUMP| 20000.00000 20000.00| 24000.00000 24000.00| 25600.00000 25600.00
MOBILIZATION | | |
SECTION TOTALS | $ 229,767.06| $ 234,486.35| $ 249,261.06
------------------------------------------+----------------------------+----------------------------+-------------------------------
CONTRACT TOTALS | $ 229,767.06| $ 234,486.35| $ 249,261.06
====================================================================================================================================
LETTING DATE : 01/08/03 MAINE DEPARTMENT OF TRANSPORTATION DATE : 01/09/03
PAGE : 7
LOCATION : TABULATION OF BIDS
CONTRACT ID : 010073.00
=========
====================================================================================================================================
|( 7 ) 000272 |( 8 ) 001177 |( 9 ) 000164
|A & V CONSTRUCTION, CORP. |ATLANTIC MECHANICAL, INC. |C P M CONSTRUCTORS
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0001 BRIDGE ITEMS
| | |
0010 202.19 100.000 LS | 35500.00000 35500.00| 23448.00000 23448.00| 25000.00000 25000.00
REMOVING EXISTING BRIDGE | | |
0020 203.20 800.000 M3 | 10.50000 8400.00| 9.00000 7200.00| 10.00000 8000.00
COMMON EXCAVATION | | |
0030 203.24 115.000 M3 | 17.50000 2012.50| 18.00000 2070.00| 20.00000 2300.00
COMMON BORROW | | |
0040 203.25 200.000 M3 | 21.00000 4200.00| 24.00000 4800.00| 25.00000 5000.00
GRANULAR BORROW | | |
0050 304.10 825.000 M3 | 25.50000 21037.50| 24.00000 19800.00| 21.00000 17325.00
AGGREGATE SUBBASE COURSE - GRAVEL | | |
0060 403.207 171.000 MG | 65.00000 11115.00| 78.00000 13338.00| 85.00000 14535.00
HOT MIX ASPHALT 19.0 MM NOMINAL MAX SIZ | | |
0070 403.210 98.000 MG | 65.00000 6370.00| 78.00000 7644.00| 85.00000 8330.00
HOT MIX ASPHALT 9.5 MM NOMINAL MAX SIZE | | |
0080 403.213 111.000 MG | 65.00000 7215.00| 78.00000 8658.00| 85.00000 9435.00
HOT MIX ASPHALT 12.5 MM, BASE | | |
0090 409.15 95.000 L | 5.00000 475.00| 6.00000 570.00| 2.00000 190.00
BITUMINOUS TACK COAT APPLIED | | |
0100 509.12 1.000 LS | 20000.00000 20000.00| 27552.00000 27552.00| 30000.00000 30000.00
STEEL STRUCTURAL PLATE PIPE ARCH: | | |
0110 510.10 LUMP| 41000.00000 41000.00| 47960.00000 47960.00| 70000.00000 70000.00
SPECIAL DETOUR_____(M) ROADWAY WIDTH | | |
VEHICULAR & PEDESTRIAN TRAFFIC NOT | | |
SEPARATED | | |
0120 511.07 LUMP| 12500.00000 12500.00| 4800.00000 4800.00| 10000.00000 10000.00
COFFERDAM: Down Stream | | |
0130 511.07 LUMP| 16000.00000 16000.00| 4800.00000 4800.00| 10000.00000 10000.00
COFFERDAM: Up Stream | | |
0140 526.301 50.000 LS | 8500.00000 8500.00| 12120.00000 12120.00| 7000.00000 7000.00
TEMPORARY CONCRETE BARRIER TYPE I | | |
0150 606.275 2.000 EA | 100.00000 200.00| 120.00000 240.00| 25.00000 50.00
TERMINAL END - DOUBLE RAIL - GALVANIZED | | |
STEEL | | |
0160 606.35 5.000 EA | 30.00000 150.00| 36.00000 180.00| 25.00000 125.00
GUARDRAIL DELINEATOR POST | | |
0170 606.55 126.000 M | 45.00000 5670.00| 54.00000 6804.00| 40.00000 5040.00
GUARDRAIL TYPE 3 - SINGLE RAIL | | |
0180 606.60 11.430 M | 45.00000 514.35| 54.00000 617.22| 42.00000 480.06
GUARDRAIL TYPE 3 - OVER 4.5 METER RADIU | | |
LETTING DATE : 01/08/03 MAINE DEPARTMENT OF TRANSPORTATION DATE : 01/09/03
PAGE : 8
LOCATION : TABULATION OF BIDS
CONTRACT ID : 010073.00
=========
====================================================================================================================================
|( 7 ) 000272 |( 8 ) 001177 |( 9 ) 000164
|A & V CONSTRUCTION, CORP. |ATLANTIC MECHANICAL, INC. |C P M CONSTRUCTORS
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0190 606.76 2.000 EA | 1500.00000 3000.00| 1800.00000 3600.00| 1500.00000 3000.00
MODIFIED ECCENTRIC LOADER TERMINAL | | |
0200 610.08 65.000 M3 | 62.00000 4030.00| 43.20000 2808.00| 45.00000 2925.00
PLAIN RIPRAP | | |
0210 613.319 11.000 M2 | 45.00000 495.00| 6.00000 66.00| 20.00000 220.00
EROSION CONTROL BLANKET | | |
0220 615.07 33.000 M3 | 55.00000 1815.00| 36.00000 1188.00| 60.00000 1980.00
LOAM | | |
0230 618.1301 2.000 UN | 250.00000 500.00| 78.00000 156.00| 250.00000 500.00
SEEDING METHOD NUMBER 1 - PLAN QUANTITY | | |
0240 618.1411 5.000 UN | 150.00000 750.00| 96.00000 480.00| 150.00000 750.00
SEEDING METHOD NUMBER 3 - PLAN QUANTITY | | |
0250 618.15 4.000 KG | 10.00000 40.00| 12.00000 48.00| 10.00000 40.00
TEMPORARY SEEDING | | |
0260 618.25 1.000 M3 | 50.00000 50.00| 96.00000 96.00| 50.00000 50.00
APPLIED WATER | | |
0270 619.1201 7.000 UN | 50.00000 350.00| 42.00000 294.00| 50.00000 350.00
MULCH - PLAN QUANTITY | | |
0280 619.1401 65.000 M3 | 30.00000 1950.00| 9.60000 624.00| 45.00000 2925.00
EROSION CONTROL MIX | | |
0290 620.54 310.000 M2 | 3.50000 1085.00| 3.60000 1116.00| 1.25000 387.50
STABILIZATION GEOTEXTILE | | |
0300 620.65 118.000 M2 | 22.00000 2596.00| 18.00000 2124.00| 26.00000 3068.00
REINFORCEMENT GEOGRID | | |
0310 627.711 330.000 M | 5.15000 1699.50| 6.00000 1980.00| 5.15000 1699.50
WHITE OR YELLOW PAINTED PAVEMENT | | |
MARKING LINE (PLAN QUANTITY ) | | |
0320 629.05 20.000 HR | 24.00000 480.00| 24.00000 480.00| 30.00000 600.00
HAND LABOR, STRAIGHT TIME | | |
0330 631.12 10.000 HR | 110.00000 1100.00| 90.00000 900.00| 80.00000 800.00
ALL PURPOSE EXCAVATOR (INCLUDING | | |
OPERATOR) | | |
0340 631.172 10.000 HR | 55.00000 550.00| 48.00000 480.00| 45.00000 450.00
TRUCK - LARGE (INCLUDING OPERATOR) | | |
0350 637.071 LUMP| 2000.00000 2000.00| 1200.00000 1200.00| 1200.00000 1200.00
DUST CONTROL | | |
0360 639.19 1.000 EA | 3500.00000 3500.00| 3600.00000 3600.00| 4500.00000 4500.00
FIELD OFFICE TYPE B | | |
0370 643.72 LUMP| 7000.00000 7000.00| 10800.00000 10800.00| 7000.00000 7000.00
TEMPORARY TRAFFIC SIGNAL | | |
0380 652.39 LUMP| 15000.00000 15000.00| 12984.00000 12984.00| 8000.00000 8000.00
WORK ZONE TRAFFIC CONTROL | | |
LETTING DATE : 01/08/03 MAINE DEPARTMENT OF TRANSPORTATION DATE : 01/09/03
PAGE : 9
LOCATION : TABULATION OF BIDS
CONTRACT ID : 010073.00
=========
====================================================================================================================================
|( 7 ) 000272 |( 8 ) 001177 |( 9 ) 000164
|A & V CONSTRUCTION, CORP. |ATLANTIC MECHANICAL, INC. |C P M CONSTRUCTORS
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0390 656.75 LUMP| 7000.00000 7000.00| 6000.00000 6000.00| 5000.00000 5000.00
TEMPORARY SOIL EROSION AND WATER | | |
POLLUTION CONTROL | | |
0400 657.24 8.000 UN | 30.00000 240.00| 372.00000 2976.00| 30.00000 240.00
SEEDING PITS | | |
0410 659.10 LUMP| 27800.00000 27800.00| 41000.00000 41000.00| 29000.00000 29000.00
MOBILIZATION | | |
SECTION TOTALS | $ 283,889.85| $ 287,601.22| $ 297,495.06
------------------------------------------+----------------------------+----------------------------+-------------------------------
CONTRACT TOTALS | $ 283,889.85| $ 287,601.22| $ 297,495.06
====================================================================================================================================
LETTING DATE : 01/08/03 MAINE DEPARTMENT OF TRANSPORTATION DATE : 01/09/03
PAGE : 10
LOCATION : TABULATION OF BIDS
CONTRACT ID : 010073.00
=========
====================================================================================================================================
|( 10 ) 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 202.19 100.000 LS | 35000.00000 35000.00| |
REMOVING EXISTING BRIDGE | | |
0020 203.20 800.000 M3 | 18.00000 14400.00| |
COMMON EXCAVATION | | |
0030 203.24 115.000 M3 | 30.00000 3450.00| |
COMMON BORROW | | |
0040 203.25 200.000 M3 | 30.00000 6000.00| |
GRANULAR BORROW | | |
0050 304.10 825.000 M3 | 24.00000 19800.00| |
AGGREGATE SUBBASE COURSE - GRAVEL | | |
0060 403.207 171.000 MG | 85.00000 14535.00| |
HOT MIX ASPHALT 19.0 MM NOMINAL MAX SIZ | | |
0070 403.210 98.000 MG | 85.00000 8330.00| |
HOT MIX ASPHALT 9.5 MM NOMINAL MAX SIZE | | |
0080 403.213 111.000 MG | 85.00000 9435.00| |
HOT MIX ASPHALT 12.5 MM, BASE | | |
0090 409.15 95.000 L | 2.00000 190.00| |
BITUMINOUS TACK COAT APPLIED | | |
0100 509.12 1.000 LS | 17000.00000 17000.00| |
STEEL STRUCTURAL PLATE PIPE ARCH: | | |
0110 510.10 LUMP| 70850.00000 70850.00| |
SPECIAL DETOUR_____(M) ROADWAY WIDTH | | |
VEHICULAR & PEDESTRIAN TRAFFIC NOT | | |
SEPARATED | | |
0120 511.07 LUMP| 25000.00000 25000.00| |
COFFERDAM: Down Stream | | |
0130 511.07 LUMP| 25000.00000 25000.00| |
COFFERDAM: Up Stream | | |
0140 526.301 50.000 LS | 7500.00000 7500.00| |
TEMPORARY CONCRETE BARRIER TYPE I | | |
0150 606.275 2.000 EA | 100.00000 200.00| |
TERMINAL END - DOUBLE RAIL - GALVANIZED | | |
STEEL | | |
0160 606.35 5.000 EA | 100.00000 500.00| |
GUARDRAIL DELINEATOR POST | | |
0170 606.55 126.000 M | 81.95000 10325.70| |
GUARDRAIL TYPE 3 - SINGLE RAIL | | |
0180 606.60 11.430 M | 98.43000 1125.05| |
GUARDRAIL TYPE 3 - OVER 4.5 METER RADIU | | |
LETTING DATE : 01/08/03 MAINE DEPARTMENT OF TRANSPORTATION DATE : 01/09/03
PAGE : 11
LOCATION : TABULATION OF BIDS
CONTRACT ID : 010073.00
=========
====================================================================================================================================
|( 10 ) 001195 |( ) |( )
|VAUGHN THIBODEAU & SONS, IN | |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0190 606.76 2.000 EA | 2000.00000 4000.00| |
MODIFIED ECCENTRIC LOADER TERMINAL | | |
0200 610.08 65.000 M3 | 60.00000 3900.00| |
PLAIN RIPRAP | | |
0210 613.319 11.000 M2 | 5.00000 55.00| |
EROSION CONTROL BLANKET | | |
0220 615.07 33.000 M3 | 45.00000 1485.00| |
LOAM | | |
0230 618.1301 2.000 UN | 200.00000 400.00| |
SEEDING METHOD NUMBER 1 - PLAN QUANTITY | | |
0240 618.1411 5.000 UN | 200.00000 1000.00| |
SEEDING METHOD NUMBER 3 - PLAN QUANTITY | | |
0250 618.15 4.000 KG | 200.00000 800.00| |
TEMPORARY SEEDING | | |
0260 618.25 1.000 M3 | 200.00000 200.00| |
APPLIED WATER | | |
0270 619.1201 7.000 UN | 200.00000 1400.00| |
MULCH - PLAN QUANTITY | | |
0280 619.1401 65.000 M3 | 45.00000 2925.00| |
EROSION CONTROL MIX | | |
0290 620.54 310.000 M2 | 5.00000 1550.00| |
STABILIZATION GEOTEXTILE | | |
0300 620.65 118.000 M2 | 23.90000 2820.20| |
REINFORCEMENT GEOGRID | | |
0310 627.711 330.000 M | 6.00000 1980.00| |
WHITE OR YELLOW PAINTED PAVEMENT | | |
MARKING LINE (PLAN QUANTITY ) | | |
0320 629.05 20.000 HR | 27.00000 540.00| |
HAND LABOR, STRAIGHT TIME | | |
0330 631.12 10.000 HR | 120.00000 1200.00| |
ALL PURPOSE EXCAVATOR (INCLUDING | | |
OPERATOR) | | |
0340 631.172 10.000 HR | 50.00000 500.00| |
TRUCK - LARGE (INCLUDING OPERATOR) | | |
0350 637.071 LUMP| 5000.00000 5000.00| |
DUST CONTROL | | |
0360 639.19 1.000 EA | 5000.00000 5000.00| |
FIELD OFFICE TYPE B | | |
0370 643.72 LUMP| 15000.00000 15000.00| |
TEMPORARY TRAFFIC SIGNAL | | |
0380 652.39 LUMP| 10000.00000 10000.00| |
WORK ZONE TRAFFIC CONTROL | | |
LETTING DATE : 01/08/03 MAINE DEPARTMENT OF TRANSPORTATION DATE : 01/09/03
PAGE : 12
LOCATION : TABULATION OF BIDS
CONTRACT ID : 010073.00
=========
====================================================================================================================================
|( 10 ) 001195 |( ) |( )
|VAUGHN THIBODEAU & SONS, IN | |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0390 656.75 LUMP| 5000.00000 5000.00| |
TEMPORARY SOIL EROSION AND WATER | | |
POLLUTION CONTROL | | |
0400 657.24 8.000 UN | 100.00000 800.00| |
SEEDING PITS | | |
0410 659.10 LUMP| 20000.00000 20000.00| |
MOBILIZATION | | |
SECTION TOTALS | $ 354,195.95| $ 0.00| $ 0.00
------------------------------------------+----------------------------+----------------------------+-------------------------------
CONTRACT TOTALS | $ 354,195.95| $ 0.00| $
====================================================================================================================================