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LETTING DATE : 04/10/02 MAINE DEPARTMENT OF TRANSPORTATION DATE : 12/10/02
PAGE : 1
LOCATION : MACHIAS TABULATION OF BIDS
CONTRACT ID : 007679.00 COMPLETION DATE : 08/15/03
=========
PROJECT(S): BR-7679(00)X COUNTIE(S) : WASHINGTON MAINE STATE DEPARTMENT OF TRANSPORTATION
BR-7680(00)X
BR-7681(00)X A TRUE COPY : __________________________
TITLE : __________________________
ATTEST : ____________________________ CONTRACT DESCRIPTION : THREE BRIDGE REPLACEMSNTS NOTARY PUBLIC
--------------------------------------------------------------------------------------------------------------------------
TOTAL % OVER
RANK VENDOR NO./NAME BID LOW BID
--------------------------------------------------------------------------------------------------------------------------
1 000164 C P M CONSTRUCTORS $ 3,487,162.75 100.0000%
2 000272 A & V CONSTRUCTION, CORP. $ 3,628,476.00 104.0524%
3 000032 REED & REED, INC. $ 3,796,186.50 108.8618%
4 001104 FUNDY CONTRACTORS, INC. $ 4,119,989.00 118.1473%
====================================================================================================================================
|( 1 ) 000164 |( 2 ) 000272 |( 3 ) 000032
|C P M CONSTRUCTORS |A & V CONSTRUCTION, CORP. |REED & REED INC.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0001 BRIDGE ITEMS
| | |
0010 202.08 LUMP| 20000.00000 20000.00| 10200.00000 10200.00| 7000.00000 7000.00
REMOVING BUILDING NO.: | | |
0020 202.15 5.000 EA | 210.00000 1050.00| 300.00000 1500.00| 200.00000 1000.00
REMOVING MANHOLE OR CATCH BASIN | | |
0030 202.19 685.000 LS | 320000.00000 320000.00| 390000.00000 390000.00| 350000.00000 350000.00
REMOVING EXISTING BRIDGE | | |
0040 203.20 1630.000 M3 | 10.00000 16300.00| 9.00000 14670.00| 9.00000 14670.00
COMMON EXCAVATION | | |
0050 203.24 820.000 M3 | 12.00000 9840.00| 11.00000 9020.00| 12.00000 9840.00
COMMON BORROW | | |
0060 203.25 1315.000 M3 | 15.25000 20053.75| 24.00000 31560.00| 15.00000 19725.00
GRANULAR BORROW | | |
0070 206.082 1500.000 M3 | 50.00000 75000.00| 72.00000 108000.00| 50.00000 75000.00
STRUCTURAL EARTH EXCAVATION - MAJOR | | |
STRUCTURES | | |
0080 304.10 1455.000 M3 | 16.00000 23280.00| 15.00000 21825.00| 15.00000 21825.00
AGGREGATE SUBBASE COURSE - GRAVEL | | |
0090 403.207 515.000 MG | 50.00000 25750.00| 47.00000 24205.00| 45.00000 23175.00
HOT MIX ASPHALT 19.0 MM NOMINAL MAX SIZ | | |
0100 403.208 195.000 MG | 50.00000 9750.00| 51.00000 9945.00| 45.00000 8775.00
HOT MIX ASPHALT 12.5 MM, SURFACE | | |
0110 403.209 70.000 MG | 125.00000 8750.00| 85.00000 5950.00| 80.00000 5600.00
HOT MIX ASPHALT 9.5 MM(SIDEWALKS,DRIVES | | |
INCIDENTAL ) | | |
LETTING DATE : 04/10/02 MAINE DEPARTMENT OF TRANSPORTATION DATE : 12/10/02
PAGE : 2
LOCATION : MACHIAS TABULATION OF BIDS
CONTRACT ID : 007679.00
=========
====================================================================================================================================
|( 1 ) 000164 |( 2 ) 000272 |( 3 ) 000032
|C P M CONSTRUCTORS |A & V CONSTRUCTION, CORP. |REED & REED INC.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0120 403.210 142.000 MG | 65.00000 9230.00| 83.00000 11786.00| 80.00000 11360.00
HOT MIX ASPHALT 9.5 MM NOMINAL MAX SIZE | | |
0130 409.15 2720.000 L | 1.40000 3808.00| 1.00000 2720.00| 1.50000 4080.00
BITUMINOUS TACK COAT APPLIED | | |
0140 502.21 909.000 M3 | 540.00000 490860.00| 650.00000 590850.00| 825.00000 749925.00
STRUCTURAL CONCRETE, ABUTMENTS AND | | |
RETAINING WALLS | | |
0150 502.25 159.000 LS | 120000.00000 120000.00| 165000.00000 165000.00| 180000.00000 180000.00
STRUCTURAL CONCRETE SUPERSTRUCTURE SLAB | | |
0160 502.43 6.000 M3 | 1350.00000 8100.00| 2100.00000 12600.00| 1500.00000 9000.00
STRUCTURAL CONCRETE SUPERSTRUCTURE | | |
T-BEAM TYPE | | |
0170 502.45 72.000 M3 | 150.00000 10800.00| 410.00000 29520.00| 300.00000 21600.00
STRUCTURAL CONCRETE APPROACH SLABS | | |
0180 502.49 86.000 LS | 21000.00000 21000.00| 56700.00000 56700.00| 80000.00000 80000.00
STRUCTURAL CONCRETE CURBS AND SIDEWALKS | | |
0190 502.56 115.000 M3 | 225.00000 25875.00| 275.00000 31625.00| 125.00000 14375.00
CONCRETE FILL | | |
0200 503.12 62750.000 KG | 0.70000 43925.00| 1.00000 62750.00| 0.65000 40787.50
REINFORCING STEEL, FABRICATED AND | | |
DELIVERED | | |
0210 503.13 62750.000 KG | 0.75000 47062.50| 1.00000 62750.00| 0.75000 47062.50
REINFORCING STEEL, PLACING | | |
0220 503.17 20.000 EA | 20.00000 400.00| 34.00000 680.00| 50.00000 1000.00
MECHANICAL WELDED SPLICE | | |
0230 508.14 808.000 LS | 30000.00000 30000.00| 24700.00000 24700.00| 25000.00000 25000.00
HIGH PERFORMANCE WATERPROOFING MEMBRANE | | |
0240 510.12 LUMP| 815000.00000 815000.00| 437900.00000 437900.00| 550000.00000 550000.00
SPECIAL DETOUR__(M) ROADWAY WIDTH, | | |
VEHICULAR AND PEDESTRIAN SEPERATED | | |
0250 511.07 LUMP| 15000.00000 15000.00| 21700.00000 21700.00| 50000.00000 50000.00
COFFERDAM: ABUT 1 East Bridge | | |
0260 511.07 LUMP| 35000.00000 35000.00| 34100.00000 34100.00| 80000.00000 80000.00
COFFERDAM: ABUT 1 West Bridge | | |
0270 511.07 LUMP| 10500.00000 10500.00| 20900.00000 20900.00| 40000.00000 40000.00
COFFERDAM: ABUT 2 East Bridge | | |
0280 511.07 LUMP| 35000.00000 35000.00| 26100.00000 26100.00| 60000.00000 60000.00
COFFERDAM: ABUT 2 West Bridge | | |
0290 512.081 230.000 LS | 7500.00000 7500.00| 10300.00000 10300.00| 6500.00000 6500.00
FRENCH DRAINS | | |
0300 514.06 1.000 EA | 750.00000 750.00| 2500.00000 2500.00| 1200.00000 1200.00
CURING BOX FOR CONCRETE CYLINDERS | | |
LETTING DATE : 04/10/02 MAINE DEPARTMENT OF TRANSPORTATION DATE : 12/10/02
PAGE : 3
LOCATION : MACHIAS TABULATION OF BIDS
CONTRACT ID : 007679.00
=========
====================================================================================================================================
|( 1 ) 000164 |( 2 ) 000272 |( 3 ) 000032
|C P M CONSTRUCTORS |A & V CONSTRUCTION, CORP. |REED & REED INC.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0310 515.21 1460.000 LS | 3000.00000 3000.00| 2800.00000 2800.00| 7500.00000 7500.00
PROTECTIVE COATING FOR CONCRETE SURFACE | | |
0320 526.323 260.000 LS | 115000.00000 115000.00| 119800.00000 119800.00| 240000.00000 240000.00
TEXAS CLASSIC RAIL | | |
0330 535.62 626.000 LS | 470000.00000 470000.00| 636500.00000 636500.00| 460000.00000 460000.00
PRESTRESSED STRUCTURAL CONCRETE BOX BEA | | |
0340 603.15 24.000 M | 110.00000 2640.00| 100.00000 2400.00| 100.00000 2400.00
300 MILLI METER CULVERT PIPE OPTION I | | |
0350 603.159 27.000 M | 160.00000 4320.00| 150.00000 4050.00| 150.00000 4050.00
300 MM CULVERT PIPE OPTION III | | |
0360 604.072 7.000 EA | 2000.00000 14000.00| 1800.00000 12600.00| 1800.00000 12600.00
CATCH BASIN TYPE A1-C | | |
0370 606.17 4.000 M | 400.00000 1600.00| 330.00000 1320.00| 330.00000 1320.00
GUARDRAIL TYPE 3B - SINGLE RAIL | | |
0380 606.1721 6.000 EA | 1400.00000 8400.00| 1400.00000 8400.00| 1400.00000 8400.00
BRIDGE TRANSITION - TYPE 1 | | |
0390 606.22 18.000 M | 90.00000 1620.00| 86.00000 1548.00| 85.00000 1530.00
GUARDRAIL TYPE 3B - OVER 4.5 M RADIUS | | |
0400 606.265 3.000 EA | 100.00000 300.00| 100.00000 300.00| 100.00000 300.00
TERMINAL END - SINGLE RAIL - GALVANIZED | | |
STEEL | | |
0410 606.35 10.000 EA | 25.00000 250.00| 25.00000 250.00| 25.00000 250.00
GUARDRAIL DELINEATOR POST | | |
0420 606.76 3.000 EA | 1500.00000 4500.00| 2300.00000 6900.00| 1500.00000 4500.00
MODIFIED ECCENTRIC LOADER TERMINAL | | |
0430 606.78 1.000 EA | 900.00000 900.00| 910.00000 910.00| 900.00000 900.00
LOW VOLUME GUARDRAIL END - TYPE 3 | | |
0440 609.11 205.000 M | 85.00000 17425.00| 86.00000 17630.00| 70.00000 14350.00
VERTICAL CURB TYPE 1 | | |
0450 609.12 60.000 M | 105.00000 6300.00| 140.00000 8400.00| 95.00000 5700.00
VERTICAL CURB TYPE 1 - CIRCULAR | | |
0460 609.132 140.000 M | 115.00000 16100.00| 180.00000 25200.00| 75.00000 10500.00
VERTICAL BRIDGE CURB TYPE 1B | | |
0470 609.237 15.000 EA | 200.00000 3000.00| 230.00000 3450.00| 185.00000 2775.00
TERMINAL CURB TYPE 1 - 2.1 METER | | |
0480 610.08 320.000 M3 | 70.00000 22400.00| 93.00000 29760.00| 60.00000 19200.00
PLAIN RIPRAP | | |
0490 615.07 40.000 M3 | 30.00000 1200.00| 30.00000 1200.00| 30.00000 1200.00
LOAM | | |
0500 617.381 30.000 M3 | 65.00000 1950.00| 56.00000 1680.00| 56.00000 1680.00
EROSION CONTROL MIX | | |
LETTING DATE : 04/10/02 MAINE DEPARTMENT OF TRANSPORTATION DATE : 12/10/02
PAGE : 4
LOCATION : MACHIAS TABULATION OF BIDS
CONTRACT ID : 007679.00
=========
====================================================================================================================================
|( 1 ) 000164 |( 2 ) 000272 |( 3 ) 000032
|C P M CONSTRUCTORS |A & V CONSTRUCTION, CORP. |REED & REED INC.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0510 618.1401 10.000 UN | 75.00000 750.00| 76.00000 760.00| 75.00000 750.00
SEEDING METHOD NUMBER 2 - PLAN QUANTITY | | |
0520 619.1201 10.000 UN | 25.00000 250.00| 8.00000 80.00| 8.00000 80.00
MULCH - PLAN QUANTITY | | |
0570 627.71 490.000 M | 1.65000 808.50| 2.00000 980.00| 1.65000 808.50
100 MM WHITE PAVEMENT MARKING LINE | | |
0580 627.73 245.000 M | 3.50000 857.50| 3.00000 735.00| 3.30000 808.50
100 MM YELLOW PAVEMENT MARKING LINE | | |
0590 627.77 114.000 M2 | 45.00000 5130.00| 48.00000 5472.00| 48.00000 5472.00
REMOVING PAVEMENT MARKINGS | | |
0600 627.78 1125.000 M | 3.50000 3937.50| 5.00000 5625.00| 3.30000 3712.50
TEMPORARY 100 MM PAINTED PAVEMENT | | |
MARKING LINE, WHITE OR YELLOW | | |
0610 629.05 70.000 MH | 25.00000 1750.00| 25.00000 1750.00| 25.00000 1750.00
HAND LABOR, STRAIGHT TIME | | |
0620 631.10 30.000 HR | 35.00000 1050.00| 35.00000 1050.00| 40.00000 1200.00
AIR COMPRESSOR (INCLUDING OPERATOR) | | |
0630 631.11 30.000 HR | 35.00000 1050.00| 35.00000 1050.00| 30.00000 900.00
AIR TOOL (INCLUDING OPERATOR) | | |
0640 631.12 50.000 HR | 80.00000 4000.00| 80.00000 4000.00| 80.00000 4000.00
ALL PURPOSE EXCAVATOR (INCLUDING | | |
OPERATOR) | | |
0650 631.13 50.000 HR | 55.00000 2750.00| 55.00000 2750.00| 55.00000 2750.00
BULLDOZER (INCLUDING OPERATOR) | | |
0660 631.14 50.000 HR | 100.00000 5000.00| 80.00000 4000.00| 70.00000 3500.00
GRADER (INCLUDING OPERATOR) | | |
0670 631.15 50.000 HR | 65.00000 3250.00| 50.00000 2500.00| 65.00000 3250.00
ROLLER, EARTH AND BASE COURSE | | |
(INCLUDING OPERATOR) | | |
0680 631.16 30.000 HR | 60.00000 1800.00| 50.00000 1500.00| 65.00000 1950.00
ROLLER, PAVEMENT (INCLUDING OPERATOR) | | |
0690 631.171 50.000 HR | 38.00000 1900.00| 40.00000 2000.00| 38.00000 1900.00
TRUCK - SMALL (INCLUDING OPERATOR) | | |
0700 631.172 30.000 HR | 38.00000 1140.00| 40.00000 1200.00| 40.00000 1200.00
TRUCK - LARGE (INCLUDING OPERATOR) | | |
0710 631.22 50.000 HR | 75.00000 3750.00| 60.00000 3000.00| 75.00000 3750.00
FRONT END LOADER (INCLUDING OPERATOR) | | |
0720 631.36 30.000 MH | 40.00000 1200.00| 35.00000 1050.00| 40.00000 1200.00
FOREMAN | | |
0730 637.071 LUMP| 2000.00000 2000.00| 4100.00000 4100.00| 5000.00000 5000.00
DUST CONTROL | | |
LETTING DATE : 04/10/02 MAINE DEPARTMENT OF TRANSPORTATION DATE : 12/10/02
PAGE : 5
LOCATION : MACHIAS TABULATION OF BIDS
CONTRACT ID : 007679.00
=========
====================================================================================================================================
|( 1 ) 000164 |( 2 ) 000272 |( 3 ) 000032
|C P M CONSTRUCTORS |A & V CONSTRUCTION, CORP. |REED & REED INC.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0740 639.18 1.000 EA | 10000.00000 10000.00| 15000.00000 15000.00| 10000.00000 10000.00
FIELD OFFICE TYPE A | | |
0750 652.30 2.000 EA | 4000.00000 8000.00| 1500.00000 3000.00| 3500.00000 7000.00
FLASHING ARROW BOARD | | |
0760 652.31 30.000 EA | 50.00000 1500.00| 60.00000 1800.00| 75.00000 2250.00
TYPE I BARRICADE | | |
0770 652.312 4.000 EA | 250.00000 1000.00| 350.00000 1400.00| 75.00000 300.00
TYPE III BARRICADE | | |
0780 652.33 40.000 EA | 55.00000 2200.00| 60.00000 2400.00| 75.00000 3000.00
DRUM | | |
0790 652.34 40.000 EA | 25.00000 1000.00| 15.00000 600.00| 15.00000 600.00
CONE | | |
0800 652.35 60.000 M2 | 120.00000 7200.00| 100.00000 6000.00| 150.00000 9000.00
CONSTRUCTION SIGNS | | |
0820 652.361 3.000 LS | 10000.00000 10000.00| 10000.00000 10000.00| 35000.00000 35000.00
MAINTENANCE OF TRAFFIC CONTROL DEVICES | | |
0830 652.38 2400.000 MH | 12.50000 30000.00| 12.00000 28800.00| 13.00000 31200.00
FLAGGER | | |
0840 656.55 20.000 M3 | 20.00000 400.00| 20.00000 400.00| 20.00000 400.00
DUMPED STONE | | |
0850 656.75 LUMP| 25000.00000 25000.00| 9100.00000 9100.00| 2500.00000 2500.00
TEMPORARY SOIL EROSION AND WATER | | |
POLLUTION CONTROL | | |
0860 659.10 LUMP| 335000.00000 335000.00| 345000.00000 345000.00| 240000.00000 240000.00
MOBILIZATION | | |
0870 660.21 3000.000 MH | 1.00000 3000.00| 1.00000 3000.00| 0.01000 30.00
ON-THE-JOB TRAINING (BID) | | |
SECTION TOTALS | $ 3,431,162.75| $ 3,587,256.00| $ 3,692,916.50
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0002 UTILITIES
| | |
0530 626.22 66.000 M | 75.00000 4950.00| 40.00000 2640.00| 50.00000 3300.00
NON-METALLIC CONDUIT | | |
0540 626.2212 384.000 M | 40.00000 15360.00| 30.00000 11520.00| 30.00000 11520.00
NON-METALLIC CONDUIT - INSTALL ONLY | | |
0550 626.222 153.000 M | 150.00000 22950.00| 100.00000 15300.00| 450.00000 68850.00
NON-METALLIC CONDUIT - CONCRETE CLASS B | | |
ENCASED, INSTALL ONLY | | |
0560 626.223 98.000 M | 130.00000 12740.00| 120.00000 11760.00| 200.00000 19600.00
NON-METALLIC CONDUIT - CONCRETE CLASS B | | |
ENCASED | | |
SECTION TOTALS | $ 56,000.00| $ 41,220.00| $ 103,270.00
------------------------------------------+----------------------------+----------------------------+-------------------------------
CONTRACT TOTALS | $ 3,487,162.75| $ 3,628,476.00| $ 3,796,186.50
====================================================================================================================================
LETTING DATE : 04/10/02 MAINE DEPARTMENT OF TRANSPORTATION DATE : 12/10/02
PAGE : 6
LOCATION : MACHIAS TABULATION OF BIDS
CONTRACT ID : 007679.00
=========
====================================================================================================================================
|( 4 ) 001104 |( ) |( )
|FUNDY CONTRACTORS, INC. | |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0001 BRIDGE ITEMS
| | |
0010 202.08 LUMP| 8345.05000 8345.05| |
REMOVING BUILDING NO.: | | |
0020 202.15 5.000 EA | 247.68000 1238.40| |
REMOVING MANHOLE OR CATCH BASIN | | |
0030 202.19 685.000 LS | 398467.28000 398467.28| |
REMOVING EXISTING BRIDGE | | |
0040 203.20 1630.000 M3 | 11.43000 18630.90| |
COMMON EXCAVATION | | |
0050 203.24 820.000 M3 | 14.29000 11717.80| |
COMMON BORROW | | |
0060 203.25 1315.000 M3 | 18.29000 24051.35| |
GRANULAR BORROW | | |
0070 206.082 1500.000 M3 | 59.44000 89160.00| |
STRUCTURAL EARTH EXCAVATION - MAJOR | | |
STRUCTURES | | |
0080 304.10 1455.000 M3 | 18.74000 27266.70| |
AGGREGATE SUBBASE COURSE - GRAVEL | | |
0090 403.207 515.000 MG | 57.16000 29437.40| |
HOT MIX ASPHALT 19.0 MM NOMINAL MAX SIZ | | |
0100 403.208 195.000 MG | 57.16000 11146.20| |
HOT MIX ASPHALT 12.5 MM, SURFACE | | |
0110 403.209 70.000 MG | 101.61000 7112.70| |
HOT MIX ASPHALT 9.5 MM(SIDEWALKS,DRIVES | | |
INCIDENTAL ) | | |
0120 403.210 142.000 MG | 101.61000 14428.62| |
HOT MIX ASPHALT 9.5 MM NOMINAL MAX SIZE | | |
0130 409.15 2720.000 L | 1.59000 4324.80| |
BITUMINOUS TACK COAT APPLIED | | |
0140 502.21 909.000 M3 | 499.34000 453900.06| |
STRUCTURAL CONCRETE, ABUTMENTS AND | | |
RETAINING WALLS | | |
0150 502.25 159.000 LS | 113674.25000 113674.25| |
STRUCTURAL CONCRETE SUPERSTRUCTURE SLAB | | |
0160 502.43 6.000 M3 | 2159.30000 12955.80| |
STRUCTURAL CONCRETE SUPERSTRUCTURE | | |
T-BEAM TYPE | | |
0170 502.45 72.000 M3 | 337.42000 24294.24| |
STRUCTURAL CONCRETE APPROACH SLABS | | |
0180 502.49 86.000 LS | 28054.34000 28054.34| |
STRUCTURAL CONCRETE CURBS AND SIDEWALKS | | |
LETTING DATE : 04/10/02 MAINE DEPARTMENT OF TRANSPORTATION DATE : 12/10/02
PAGE : 7
LOCATION : MACHIAS TABULATION OF BIDS
CONTRACT ID : 007679.00
=========
====================================================================================================================================
|( 4 ) 001104 |( ) |( )
|FUNDY CONTRACTORS, INC. | |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0190 502.56 115.000 M3 | 178.42000 20518.30| |
CONCRETE FILL | | |
0200 503.12 62750.000 KG | 0.99000 62122.50| |
REINFORCING STEEL, FABRICATED AND | | |
DELIVERED | | |
0210 503.13 62750.000 KG | 1.26000 79065.00| |
REINFORCING STEEL, PLACING | | |
0220 503.17 20.000 EA | 127.02000 2540.40| |
MECHANICAL WELDED SPLICE | | |
0230 508.14 808.000 LS | 31119.27000 31119.27| |
HIGH PERFORMANCE WATERPROOFING MEMBRANE | | |
0240 510.12 LUMP| 865766.09000 865766.09| |
SPECIAL DETOUR__(M) ROADWAY WIDTH, | | |
VEHICULAR AND PEDESTRIAN SEPERATED | | |
0250 511.07 LUMP| 31754.36000 31754.36| |
COFFERDAM: ABUT 1 East Bridge | | |
0260 511.07 LUMP| 63508.72000 63508.72| |
COFFERDAM: ABUT 1 West Bridge | | |
0270 511.07 LUMP| 31754.36000 31754.36| |
COFFERDAM: ABUT 2 East Bridge | | |
0280 511.07 LUMP| 63508.72000 63508.72| |
COFFERDAM: ABUT 2 West Bridge | | |
0290 512.081 230.000 LS | 7943.67000 7943.67| |
FRENCH DRAINS | | |
0300 514.06 1.000 EA | 1270.17000 1270.17| |
CURING BOX FOR CONCRETE CYLINDERS | | |
0310 515.21 1460.000 LS | 20576.82000 20576.82| |
PROTECTIVE COATING FOR CONCRETE SURFACE | | |
0320 526.323 260.000 LS | 135273.57000 135273.57| |
TEXAS CLASSIC RAIL | | |
0330 535.62 626.000 LS | 600590.52000 600590.52| |
PRESTRESSED STRUCTURAL CONCRETE BOX BEA | | |
0340 603.15 24.000 M | 127.02000 3048.48| |
300 MILLI METER CULVERT PIPE OPTION I | | |
0350 603.159 27.000 M | 189.26000 5110.02| |
300 MM CULVERT PIPE OPTION III | | |
0360 604.072 7.000 EA | 2286.31000 16004.17| |
CATCH BASIN TYPE A1-C | | |
0370 606.17 4.000 M | 416.62000 1666.48| |
GUARDRAIL TYPE 3B - SINGLE RAIL | | |
0380 606.1721 6.000 EA | 1778.24000 10669.44| |
BRIDGE TRANSITION - TYPE 1 | | |
LETTING DATE : 04/10/02 MAINE DEPARTMENT OF TRANSPORTATION DATE : 12/10/02
PAGE : 8
LOCATION : MACHIAS TABULATION OF BIDS
CONTRACT ID : 007679.00
=========
====================================================================================================================================
|( 4 ) 001104 |( ) |( )
|FUNDY CONTRACTORS, INC. | |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0390 606.22 18.000 M | 107.51000 1935.18| |
GUARDRAIL TYPE 3B - OVER 4.5 M RADIUS | | |
0400 606.265 3.000 EA | 127.02000 381.06| |
TERMINAL END - SINGLE RAIL - GALVANIZED | | |
STEEL | | |
0410 606.35 10.000 EA | 31.75000 317.50| |
GUARDRAIL DELINEATOR POST | | |
0420 606.76 3.000 EA | 1905.26000 5715.78| |
MODIFIED ECCENTRIC LOADER TERMINAL | | |
0430 606.78 1.000 EA | 1143.16000 1143.16| |
LOW VOLUME GUARDRAIL END - TYPE 3 | | |
0440 609.11 205.000 M | 102.44000 21000.20| |
VERTICAL CURB TYPE 1 | | |
0450 609.12 60.000 M | 148.23000 8893.80| |
VERTICAL CURB TYPE 1 - CIRCULAR | | |
0460 609.132 140.000 M | 105.56000 14778.40| |
VERTICAL BRIDGE CURB TYPE 1B | | |
0470 609.237 15.000 EA | 191.16000 2867.40| |
TERMINAL CURB TYPE 1 - 2.1 METER | | |
0480 610.08 320.000 M3 | 76.21000 24387.20| |
PLAIN RIPRAP | | |
0490 615.07 40.000 M3 | 38.11000 1524.40| |
LOAM | | |
0500 617.381 30.000 M3 | 71.13000 2133.90| |
EROSION CONTROL MIX | | |
0510 618.1401 10.000 UN | 95.26000 952.60| |
SEEDING METHOD NUMBER 2 - PLAN QUANTITY | | |
0520 619.1201 10.000 UN | 10.16000 101.60| |
MULCH - PLAN QUANTITY | | |
0570 627.71 490.000 M | 2.08000 1019.20| |
100 MM WHITE PAVEMENT MARKING LINE | | |
0580 627.73 245.000 M | 4.17000 1021.65| |
100 MM YELLOW PAVEMENT MARKING LINE | | |
0590 627.77 114.000 M2 | 54.62000 6226.68| |
REMOVING PAVEMENT MARKINGS | | |
0600 627.78 1125.000 M | 4.17000 4691.25| |
TEMPORARY 100 MM PAINTED PAVEMENT | | |
MARKING LINE, WHITE OR YELLOW | | |
0610 629.05 70.000 MH | 31.75000 2222.50| |
HAND LABOR, STRAIGHT TIME | | |
0620 631.10 30.000 HR | 50.81000 1524.30| |
AIR COMPRESSOR (INCLUDING OPERATOR) | | |
LETTING DATE : 04/10/02 MAINE DEPARTMENT OF TRANSPORTATION DATE : 12/10/02
PAGE : 9
LOCATION : MACHIAS TABULATION OF BIDS
CONTRACT ID : 007679.00
=========
====================================================================================================================================
|( 4 ) 001104 |( ) |( )
|FUNDY CONTRACTORS, INC. | |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0630 631.11 30.000 HR | 38.11000 1143.30| |
AIR TOOL (INCLUDING OPERATOR) | | |
0640 631.12 50.000 HR | 101.61000 5080.50| |
ALL PURPOSE EXCAVATOR (INCLUDING | | |
OPERATOR) | | |
0650 631.13 50.000 HR | 69.86000 3493.00| |
BULLDOZER (INCLUDING OPERATOR) | | |
0660 631.14 50.000 HR | 88.91000 4445.50| |
GRADER (INCLUDING OPERATOR) | | |
0670 631.15 50.000 HR | 82.56000 4128.00| |
ROLLER, EARTH AND BASE COURSE | | |
(INCLUDING OPERATOR) | | |
0680 631.16 30.000 HR | 101.61000 3048.30| |
ROLLER, PAVEMENT (INCLUDING OPERATOR) | | |
0690 631.171 50.000 HR | 48.27000 2413.50| |
TRUCK - SMALL (INCLUDING OPERATOR) | | |
0700 631.172 30.000 HR | 48.27000 1448.10| |
TRUCK - LARGE (INCLUDING OPERATOR) | | |
0710 631.22 50.000 HR | 95.26000 4763.00| |
FRONT END LOADER (INCLUDING OPERATOR) | | |
0720 631.36 30.000 MH | 50.81000 1524.30| |
FOREMAN | | |
0730 637.071 LUMP| 12701.74000 12701.74| |
DUST CONTROL | | |
0740 639.18 1.000 EA | 13209.81000 13209.81| |
FIELD OFFICE TYPE A | | |
0750 652.30 2.000 EA | 6350.87000 12701.74| |
FLASHING ARROW BOARD | | |
0760 652.31 30.000 EA | 127.02000 3810.60| |
TYPE I BARRICADE | | |
0770 652.312 4.000 EA | 127.02000 508.08| |
TYPE III BARRICADE | | |
0780 652.33 40.000 EA | 76.21000 3048.40| |
DRUM | | |
0790 652.34 40.000 EA | 25.40000 1016.00| |
CONE | | |
0800 652.35 60.000 M2 | 95.26000 5715.60| |
CONSTRUCTION SIGNS | | |
0820 652.361 3.000 LS | 63508.72000 63508.72| |
MAINTENANCE OF TRAFFIC CONTROL DEVICES | | |
0830 652.38 2400.000 MH | 15.88000 38112.00| |
FLAGGER | | |
LETTING DATE : 04/10/02 MAINE DEPARTMENT OF TRANSPORTATION DATE : 12/10/02
PAGE : 10
LOCATION : MACHIAS TABULATION OF BIDS
CONTRACT ID : 007679.00
=========
====================================================================================================================================
|( 4 ) 001104 |( ) |( )
|FUNDY CONTRACTORS, INC. | |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0840 656.55 20.000 M3 | 25.40000 508.00| |
DUMPED STONE | | |
0850 656.75 LUMP| 63508.72000 63508.72| |
TEMPORARY SOIL EROSION AND WATER | | |
POLLUTION CONTROL | | |
0860 659.10 LUMP| 406897.38000 406897.38| |
MOBILIZATION | | |
0870 660.21 3000.000 MH | 1.27000 3810.00| |
ON-THE-JOB TRAINING (BID) | | |
SECTION TOTALS | $ 4,095,399.00| $ 0.00| $ 0.00
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0002 UTILITIES
| | |
0530 626.22 66.000 M | 50.00000 3300.00| |
NON-METALLIC CONDUIT | | |
0540 626.2212 384.000 M | 10.00000 3840.00| |
NON-METALLIC CONDUIT - INSTALL ONLY | | |
0550 626.222 153.000 M | 50.00000 7650.00| |
NON-METALLIC CONDUIT - CONCRETE CLASS B | | |
ENCASED, INSTALL ONLY | | |
0560 626.223 98.000 M | 100.00000 9800.00| |
NON-METALLIC CONDUIT - CONCRETE CLASS B | | |
ENCASED | | |
SECTION TOTALS | $ 24,590.00| $ 0.00| $ 0.00
------------------------------------------+----------------------------+----------------------------+-------------------------------
CONTRACT TOTALS | $ 4,119,989.00| $ 0.00| $
====================================================================================================================================