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LETTING DATE : 05/03/00 MAINE DEPARTMENT OF TRANSPORTATION DATE : 12/04/01
PAGE : 1
LOCATION : BANGOR TABULATION OF BIDS
CONTRACT ID : 004926.00
=========
COMPLETION DATE : 11/02/01
PROJECT(S): IR-I-IM-HP-95-8(155) COUNTIE(S) : PENOBSCOT MAINE STATE DEPTARTMENT OF TRANSPORTATION
A TRUE COPY : __________________________
TITLE : __________________________
CONTRACT DESCRIPTION : ATTEST : _______________________________
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TOTAL % OVER
RANK VENDOR NO./NAME BID LOW BID
--------------------------------------------------------------------------------------------------------------------------
1 000022 THE LANE CONSTRUCTION CORP. $ 4,309,385.00 100.0000%
2 000164 C P M CONSTRUCTORS $ 4,406,773.40 102.2599%
3 001104 FUNDY CONTRACTORS, INC. $ 4,768,391.55 110.6513%
4 000855 BRIDGECORP $ 4,880,812.28 113.2601%
5 000649 SARGENT & SARGENT, INC. $ 4,906,353.81 113.8528%
6 001255 ROADS CORPOSRATION $ 5,516,116.00 128.0024%
====================================================================================================================================
|( 1 ) 000022 |( 2 ) 000164 |( 3 ) 001104
|THE LANE CONSTRUCTION CORP. |C P M CONSTRUCTORS |FUNDY CONTRACTORS, INC.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0001 HIGHWAY ITEMS- RAMPS
| | |
0010 107.27 LUMP| 100000.00000 100000.00| 10000.00000 10000.00| 20000.00000 20000.00
TEMPORARY SOIL EROSION AND WATER | | |
POLLUTION CONTROL | | |
0020 201.11 1.400 HA | 8000.00000 11200.00| 10000.00000 14000.00| 9430.00000 13202.00
CLEARING | | |
0030 201.23 6.000 EA | 750.00000 4500.00| 750.00000 4500.00| 287.50000 1725.00
REMOVING SINGLE TREE TOP ONLY | | |
0040 201.24 7.000 EA | 450.00000 3150.00| 550.00000 3850.00| 57.50000 402.50
REMOVING STUMP | | |
0050 202.08 LUMP| 10000.00000 10000.00| 25000.00000 25000.00| 1725.00000 1725.00
REMOVING BUILDING NO.: 1 | | |
0060 203.20 17950.000 M3 | 6.00000 107700.00| 6.50000 116675.00| 7.00000 125650.00
COMMON EXCAVATION | | |
0070 203.21 3530.000 M3 | 6.00000 21180.00| 6.50000 22945.00| 35.00000 123550.00
ROCK EXCAVATION | | |
0080 203.24 32153.000 M3 | 6.50000 208994.50| 6.80000 218640.40| 9.55000 307061.15
COMMON BORROW | | |
0090 203.25 3510.000 M3 | 10.00000 35100.00| 18.00000 63180.00| 19.55000 68620.50
GRANULAR BORROW | | |
0100 205.51 630.000 M2 | 22.00000 13860.00| 25.00000 15750.00| 23.58000 14855.40
WIDENING OF EXISTING SHOULDER | | |
LETTING DATE : 05/03/00 MAINE DEPARTMENT OF TRANSPORTATION DATE : 12/04/01
PAGE : 2
LOCATION : BANGOR TABULATION OF BIDS
CONTRACT ID : 004926.00
=========
====================================================================================================================================
|( 1 ) 000022 |( 2 ) 000164 |( 3 ) 001104
|THE LANE CONSTRUCTION CORP. |C P M CONSTRUCTORS |FUNDY CONTRACTORS, INC.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0110 206.082 1900.000 M3 | 22.00000 41800.00| 25.00000 47500.00| 23.00000 43700.00
STRUCTURAL EARTH EXCAVATION - MAJOR | | |
STRUCTURES | | |
0120 304.10 14420.000 M3 | 12.00000 173040.00| 15.00000 216300.00| 14.95000 215579.00
AGGREGATE SUBBASE COURSE - GRAVEL | | |
0130 403.207 5600.000 MG | 39.85000 223160.00| 41.00000 229600.00| 46.00000 257600.00
HOT MIX ASPHALT 19.0 MM NOMINAL MAX SIZ | | |
0140 403.208 2225.000 MG | 41.00000 91225.00| 45.00000 100125.00| 46.00000 102350.00
HOT MIX ASPHALT 12.5 MM NOMINAL MAX SIZ | | |
0150 403.209 90.000 MG | 85.00000 7650.00| 85.00000 7650.00| 97.75000 8797.50
HOT MIX ASPHALT 9.5 MM(SIDEWALKS,DRIVES | | |
INCIDENTAL ) | | |
0160 403.210 110.000 MG | 65.00000 7150.00| 50.00000 5500.00| 98.00000 10780.00
HOT MIX ASPHALT 9.5 MM NOMINAL MAX SIZE | | |
0170 403.211 250.000 MG | 65.00000 16250.00| 45.00000 11250.00| 46.00000 11500.00
HOT MIX ASPHALT (SHIM) | | |
0180 409.15 500.000 L | 1.25000 625.00| 1.50000 750.00| 2.30000 1150.00
BITUMINOUS TACK COAT APPLIED | | |
0190 502.219 1540.000 LS | 580000.00000 580000.00| 650000.00000 650000.00| 545085.00000 545085.00
STRUCTURAL CONCRETE, ABUTMENTS AND | | |
RETAINING WALLS | | |
0200 502.25 200.000 LS | 180000.00000 180000.00| 235000.00000 235000.00| 215250.00000 215250.00
STRUCTURAL CONCRETE SUPERSTRUCTURE SLAB | | |
0210 502.31 33.000 LS | 12500.00000 12500.00| 10000.00000 10000.00| 13500.00000 13500.00
STRUCTURAL CONCRETE APPROACH SLABS | | |
0220 503.12 68600.000 KG | 0.66000 45276.00| 1.00000 68600.00| 0.71000 48706.00
REINFORCING STEEL, FABRICATED AND | | |
DELIVERED | | |
0230 503.13 68600.000 KG | 0.50000 34300.00| 1.00000 68600.00| 0.86000 58996.00
REINFORCING STEEL, PLACING | | |
0240 508.14 1.000 LS | 25000.00000 25000.00| 21000.00000 21000.00| 17500.25000 17500.25
HIGH PERFORMANCE WATERPROOFING MEMBRANE | | |
0250 512.081 88.000 LS | 6500.00000 6500.00| 8500.00000 8500.00| 4100.00000 4100.00
FRENCH DRAINS | | |
0260 513.09 280.000 M2 | 75.00000 21000.00| 125.00000 35000.00| 96.50000 27020.00
SLOPE PROTECTION - PORTLAND CEMENT | | |
CONCRETE | | |
0270 514.06 1.000 EA | 400.00000 400.00| 750.00000 750.00| 1000.00000 1000.00
CURING BOX FOR CONCRETE CYLINDERS | | |
0280 515.21 512.000 LS | 6500.00000 6500.00| 2000.00000 2000.00| 5750.00000 5750.00
PROTECTIVE COATING FOR CONCRETE SURFACE | | |
LETTING DATE : 05/03/00 MAINE DEPARTMENT OF TRANSPORTATION DATE : 12/04/01
PAGE : 3
LOCATION : BANGOR TABULATION OF BIDS
CONTRACT ID : 004926.00
=========
====================================================================================================================================
|( 1 ) 000022 |( 2 ) 000164 |( 3 ) 001104
|THE LANE CONSTRUCTION CORP. |C P M CONSTRUCTORS |FUNDY CONTRACTORS, INC.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0290 520.22 4.000 EA | 12000.00000 48000.00| 12000.00000 48000.00| 9800.00000 39200.00
EXPANSION DEVICE - COMPRESSION SEAL | | |
0300 523.08 20.000 EA | 2000.00000 40000.00| 1700.00000 34000.00| 1650.00000 33000.00
ELASTOMERIC BRIDGE BEARING - LAMINATED | | |
0310 526.301 100.000 LS | 11000.00000 11000.00| 15000.00000 15000.00| 17250.00000 17250.00
TEMPORARY CONCRETE BARRIER TYPE I | | |
0320 526.321 155.000 LS | 55000.00000 55000.00| 50000.00000 50000.00| 28700.00000 28700.00
PERMANENT CONCRETE BARRIER TYPE III A | | |
0330 535.61 352.000 LS | 320000.00000 320000.00| 400000.00000 400000.00| 260000.00000 260000.00
PRESTRESSED STRUCTURAL CONCRETE | | |
I-GIRDERS | | |
0340 603.159 186.800 M | 75.00000 14010.00| 80.00000 14944.00| 92.00000 17185.60
300 MM CULVERT PIPE OPTION III | | |
0350 603.169 12.000 M | 115.00000 1380.00| 120.00000 1440.00| 98.00000 1176.00
375 MM CULVERT PIPE OPTION III | | |
0360 603.179 17.000 M | 120.00000 2040.00| 125.00000 2125.00| 115.00000 1955.00
450 MM CULVERT PIPE OPTION III | | |
0370 603.199 91.400 M | 115.00000 10511.00| 120.00000 10968.00| 115.00000 10511.00
600 MM CULVERT PIPE OPTION III | | |
0380 604.072 6.000 EA | 3200.00000 19200.00| 3500.00000 21000.00| 1725.00000 10350.00
CATCH BASIN TYPE A1-C | | |
0390 604.092 3.000 EA | 2800.00000 8400.00| 3000.00000 9000.00| 1725.00000 5175.00
CATCH BASIN TYPE B1-C | | |
0400 604.246 3.000 EA | 2200.00000 6600.00| 2500.00000 7500.00| 1150.00000 3450.00
CATCH BASIN TYPE F5 | | |
0410 604.248 4.000 EA | 2200.00000 8800.00| 2500.00000 10000.00| 1150.00000 4600.00
CATCH BASIN TYPE F6 | | |
0420 605.09 210.000 M | 43.00000 9030.00| 45.00000 9450.00| 82.80000 17388.00
150 MM UNDERDRAIN TYPE B | | |
0430 605.11 237.000 M | 65.00000 15405.00| 65.00000 15405.00| 112.70000 26709.90
300 MM UNDERDRAIN TYPE C | | |
0440 605.12 169.800 M | 73.00000 12395.40| 75.00000 12735.00| 115.00000 19527.00
375 MM UNDERDRAIN TYPE C | | |
0450 606.1721 9.000 EA | 900.00000 8100.00| 800.00000 7200.00| 863.00000 7767.00
BRIDGE TRANSITION - TYPE 1 | | |
0460 606.24 1172.000 M | 28.00000 32816.00| 33.00000 38676.00| 40.50000 47466.00
GUARDRAIL TYPE 3D - SINGLE RAIL | | |
0470 606.265 6.000 EA | 25.00000 150.00| 30.00000 180.00| 40.25000 241.50
TERMINAL END - SINGLE RAIL - GALVANIZED | | |
STEEL | | |
0480 606.35 10.000 EA | 22.00000 220.00| 25.00000 250.00| 34.50000 345.00
GUARDRAIL DELINEATOR POST | | |
LETTING DATE : 05/03/00 MAINE DEPARTMENT OF TRANSPORTATION DATE : 12/04/01
PAGE : 4
LOCATION : BANGOR TABULATION OF BIDS
CONTRACT ID : 004926.00
=========
====================================================================================================================================
|( 1 ) 000022 |( 2 ) 000164 |( 3 ) 001104
|THE LANE CONSTRUCTION CORP. |C P M CONSTRUCTORS |FUNDY CONTRACTORS, INC.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0490 606.363 150.000 M | 3.00000 450.00| 7.00000 1050.00| 7.50000 1125.00
GUARDRAIL REMOVE AND DISPOSE | | |
0500 606.79 5.000 EA | 1400.00000 7000.00| 1500.00000 7500.00| 1700.00000 8500.00
GUARDRAIL 350 FLARED TERMINAL | | |
0510 609.11 586.000 M | 75.00000 43950.00| 80.00000 46880.00| 113.00000 66218.00
VERTICAL CURB TYPE 1 | | |
0520 609.12 56.000 M | 110.00000 6160.00| 110.00000 6160.00| 145.00000 8120.00
VERTICAL CURB TYPE 1 - CIRCULAR | | |
0530 609.234 5.000 EA | 175.00000 875.00| 150.00000 750.00| 242.00000 1210.00
TERMINAL CURB TYPE 1 - 1.2 METER | | |
0540 609.237 4.000 EA | 220.00000 880.00| 230.00000 920.00| 242.00000 968.00
TERMINAL CURB TYPE 1 - 2.1 METER | | |
0550 609.31 314.000 M | 16.00000 5024.00| 15.00000 4710.00| 16.00000 5024.00
CURB TYPE 3 | | |
0560 609.34 330.000 M | 65.00000 21450.00| 75.00000 24750.00| 90.00000 29700.00
CURB TYPE 5 | | |
0570 609.35 4.000 M | 195.00000 780.00| 200.00000 800.00| 150.00000 600.00
CURB TYPE 5 - CIRCULAR | | |
0580 610.08 250.000 M3 | 40.00000 10000.00| 45.00000 11250.00| 51.75000 12937.50
PLAIN RIPRAP | | |
0590 612.06 100.000 M2 | 5.90000 590.00| 10.00000 1000.00| 13.80000 1380.00
BITUMINOUS SEALING - BLACK | | |
0600 615.07 1470.000 M3 | 16.00000 23520.00| 17.00000 24990.00| 20.70000 30429.00
LOAM | | |
0610 618.1301 18.000 UN | 9.95000 179.10| 10.00000 180.00| 11.50000 207.00
SEEDING METHOD NUMBER 1 - PLAN QUANTITY | | |
0620 618.1401 170.000 UN | 8.65000 1470.50| 10.00000 1700.00| 10.00000 1700.00
SEEDING METHOD NUMBER 2 - PLAN QUANTITY | | |
0630 618.143 100.000 UN | 18.25000 1825.00| 20.00000 2000.00| 21.00000 2100.00
SPECIAL SEED MIX: | | |
0640 619.1201 300.000 UN | 8.65000 2595.00| 9.00000 2700.00| 10.00000 3000.00
MULCH - PLAN QUANTITY | | |
0650 621.01 200.000 EA | 2.25000 450.00| 2.50000 500.00| 2.60000 520.00
EVERGREEN TREES (200 MM - 300 MM) | | |
0660 621.031 98.000 EA | 67.00000 6566.00| 70.00000 6860.00| 77.00000 7546.00
EVERGREEN TREES (1200 MM - 1500 MM) | | |
GROUP A | | |
0670 621.037 9.000 EA | 107.50000 967.50| 110.00000 990.00| 124.00000 1116.00
EVERGREEN TREES (1500 MM - 1800 MM) | | |
GROUP A | | |
0680 621.195 27.000 EA | 160.00000 4320.00| 160.00000 4320.00| 184.00000 4968.00
MEDIUM DECIDUOUS TREE (45 MM - 50 MM | | |
CALIPER) GROUP A | | |
LETTING DATE : 05/03/00 MAINE DEPARTMENT OF TRANSPORTATION DATE : 12/04/01
PAGE : 5
LOCATION : BANGOR TABULATION OF BIDS
CONTRACT ID : 004926.00
=========
====================================================================================================================================
|( 1 ) 000022 |( 2 ) 000164 |( 3 ) 001104
|THE LANE CONSTRUCTION CORP. |C P M CONSTRUCTORS |FUNDY CONTRACTORS, INC.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0690 621.273 54.000 EA | 211.25000 11407.50| 220.00000 11880.00| 243.00000 13122.00
LARGE DECIDUOUS TREE (50 MM - 65 MM | | |
CALIPER) GROUP A | | |
0700 621.401 6.000 EA | 45.00000 270.00| 45.00000 270.00| 52.00000 312.00
DWARF EVERGREENS (600 MM - 750 MM) | | |
GROUP A | | |
0710 621.546 75.000 EA | 18.50000 1387.50| 20.00000 1500.00| 21.00000 1575.00
DECIDUOUS SHRUBS (600 MM - 900 MM) | | |
GROUP A | | |
0720 621.558 145.000 EA | 59.50000 8627.50| 60.00000 8700.00| 68.00000 9860.00
DECIDUOUS SHRUBS (1200 MM - 1500 MM) | | |
GROUP A | | |
0730 623.06 19.000 EA | 275.00000 5225.00| 200.00000 3800.00| 345.00000 6555.00
RIGHT-OF-WAY MONUMENT | | |
0740 626.101 4.000 EA | 500.00000 2000.00| 500.00000 2000.00| 471.50000 1886.00
METALLIC JUNCTION BOX | | |
0750 626.21 50.000 M | 80.00000 4000.00| 80.00000 4000.00| 68.00000 3400.00
METALLIC CONDUIT | | |
0760 626.22 360.000 M | 15.00000 5400.00| 15.00000 5400.00| 34.00000 12240.00
NON-METALLIC CONDUIT | | |
0770 626.23 1520.000 M | 18.00000 27360.00| 20.00000 30400.00| 24.00000 36480.00
PREWIRED CONDUIT SECONDARY WIRING | | |
0780 626.31 1.000 EA | 400.00000 400.00| 400.00000 400.00| 575.00000 575.00
450 MM FOUNDATION | | |
0790 626.32 21.000 EA | 800.00000 16800.00| 900.00000 18900.00| 805.00000 16905.00
600 MM FOUNDATION | | |
0800 626.33 35.000 EA | 950.00000 33250.00| 1000.00000 35000.00| 1006.00000 35210.00
750 MM FOUNDATION | | |
0810 626.35 1.000 EA | 500.00000 500.00| 500.00000 500.00| 805.00000 805.00
CONTROLLER CABINET FOUNDATION | | |
0820 626.36 7.000 EA | 500.00000 3500.00| 500.00000 3500.00| 489.00000 3423.00
REMOVE OR MODIFY CONCRETE FOUNDATION | | |
0830 627.71 1000.000 M | 0.39000 390.00| 0.50000 500.00| 0.45000 450.00
100 MM WHITE PAVEMENT MARKING LINE | | |
0840 627.72 2400.000 M | 0.49000 1176.00| 0.50000 1200.00| 0.55000 1320.00
150 MM WHITE PAVEMENT MARKING LINE | | |
0850 627.73 800.000 M | 0.82000 656.00| 1.00000 800.00| 0.95000 760.00
100 MM YELLOW PAVEMENT MARKING LINE | | |
0860 627.74 2200.000 M | 0.49000 1078.00| 0.50000 1100.00| 0.60000 1320.00
150 MM YELLOW PAVEMENT MARKING LINE | | |
0870 627.75 150.000 M2 | 13.45000 2017.50| 15.00000 2250.00| 15.50000 2325.00
WHITE OR YELLOW PAVEMENT AND CURB | | |
MARKING | | |
LETTING DATE : 05/03/00 MAINE DEPARTMENT OF TRANSPORTATION DATE : 12/04/01
PAGE : 6
LOCATION : BANGOR TABULATION OF BIDS
CONTRACT ID : 004926.00
=========
====================================================================================================================================
|( 1 ) 000022 |( 2 ) 000164 |( 3 ) 001104
|THE LANE CONSTRUCTION CORP. |C P M CONSTRUCTORS |FUNDY CONTRACTORS, INC.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0880 629.05 50.000 MH | 25.00000 1250.00| 30.00000 1500.00| 23.00000 1150.00
HAND LABOR, STRAIGHT TIME | | |
0890 631.10 10.000 HR | 35.00000 350.00| 40.00000 400.00| 58.00000 580.00
AIR COMPRESSOR (INCLUDING OPERATOR) | | |
0900 631.11 10.000 HR | 35.00000 350.00| 35.00000 350.00| 63.00000 630.00
AIR TOOL (INCLUDING OPERATOR) | | |
0910 631.12 50.000 HR | 90.00000 4500.00| 85.00000 4250.00| 92.00000 4600.00
ALL PURPOSE EXCAVATOR (INCLUDING | | |
OPERATOR) | | |
0920 631.13 20.000 HR | 75.00000 1500.00| 85.00000 1700.00| 81.00000 1620.00
BULLDOZER (INCLUDING OPERATOR) | | |
0930 631.14 50.000 HR | 125.00000 6250.00| 90.00000 4500.00| 92.00000 4600.00
GRADER (INCLUDING OPERATOR) | | |
0940 631.172 100.000 HR | 42.00000 4200.00| 40.00000 4000.00| 43.00000 4300.00
TRUCK - LARGE (INCLUDING OPERATOR) | | |
0950 631.18 10.000 HR | 45.00000 450.00| 35.00000 350.00| 31.00000 310.00
CHAIN SAW RENTAL (INCLUDING OPERATOR) | | |
0960 631.21 20.000 HR | 90.00000 1800.00| 35.00000 700.00| 80.50000 1610.00
ROAD BROOM (INCLUDING OPERATORS AND | | |
HAULER) | | |
0970 631.22 10.000 HR | 80.00000 800.00| 70.00000 700.00| 80.50000 805.00
FRONT END LOADER (INCLUDING OPERATOR) | | |
0980 631.32 10.000 HR | 125.00000 1250.00| 120.00000 1200.00| 170.00000 1700.00
CULVERT CLEANER (INCLUDING OPERATOR) | | |
0990 631.37 4.000 EA | 200.00000 800.00| 350.00000 1400.00| 230.00000 920.00
CLEAN EXISTING CATCH BASINS AND MANHOLE | | |
1000 634.16 LUMP| 35000.00000 35000.00| 35000.00000 35000.00| 24129.00000 24129.00
HIGHWAY LIGHTING | | |
1010 634.21 27.000 EA | 2400.00000 64800.00| 2500.00000 67500.00| 2517.00000 67959.00
CONVENTIONAL LIGHT STANDARD | | |
1020 635.10 261.000 M2 | 500.00000 130500.00| 100.00000 26100.00| 575.00000 150075.00
CONCRETE BIN TYPE RETAINING WALL, | | |
CLOSED FACE | | |
1030 637.071 LUMP| 7500.00000 7500.00| 20000.00000 20000.00| 36800.00000 36800.00
DUST CONTROL | | |
1040 639.18 1.000 EA | 15000.00000 15000.00| 12000.00000 12000.00| 6900.00000 6900.00
FIELD OFFICE TYPE A | | |
1050 643.71 LUMP| 7800.00000 7800.00| 8000.00000 8000.00| 1725.00000 1725.00
TRAFFIC SIGNAL MODIFICATION STILLWATER | | |
AND MALL ENT. | | |
1060 643.71 LUMP| 7800.00000 7800.00| 8000.00000 8000.00| 37087.00000 37087.00
TRAFFIC SIGNAL MODIFICATION at | | |
Stillwater Ave. and Bangor Mall Entra | | |
LETTING DATE : 05/03/00 MAINE DEPARTMENT OF TRANSPORTATION DATE : 12/04/01
PAGE : 7
LOCATION : BANGOR TABULATION OF BIDS
CONTRACT ID : 004926.00
=========
====================================================================================================================================
|( 1 ) 000022 |( 2 ) 000164 |( 3 ) 001104
|THE LANE CONSTRUCTION CORP. |C P M CONSTRUCTORS |FUNDY CONTRACTORS, INC.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
1070 643.80 LUMP| 17500.00000 17500.00| 21000.00000 21000.00| 53475.00000 53475.00
TRAFFIC SIGNALS AT STILLWATER & I-95 | | |
RAMP | | |
1080 643.80 LUMP| 17500.00000 17500.00| 21000.00000 21000.00| 1725.00000 1725.00
TRAFFIC SIGNALS AT STILLWATER AVENUE | | |
AND I-95 RAMP | | |
1090 643.81 LUMP| 25000.00000 25000.00| 30000.00000 30000.00| 44850.00000 44850.00
TRAFFIC SIGNAL CONTROL SYSTEM | | |
1100 643.90 LUMP| 4000.00000 4000.00| 5000.00000 5000.00| 8280.00000 8280.00
INTERCONNECT WIRE BETWEEN I-95 RAMP & | | |
MALL ENT. W/ STILLWATER AVE. | | |
1110 643.90 LUMP| 3500.00000 3500.00| 5000.00000 5000.00| 1725.00000 1725.00
INTERCONNECT WIRE BETWEEN I-95 Ramp and | | |
Bangor Mall Entrance along | | |
1120 643.94 8.000 EA | 5000.00000 40000.00| 5000.00000 40000.00| 5175.00000 41400.00
DUAL PURPOSE POLE | | |
1130 645.103 9.000 EA | 250.00000 2250.00| 250.00000 2250.00| 431.25000 3881.25
DEMOUNT GUIDE SIGN | | |
1140 645.106 3.000 EA | 100.00000 300.00| 175.00000 525.00| 172.50000 517.50
DEMOUNT REGULATORY, WARNING, | | |
CONFIRMATION AND ROUTE MARKER A SSEMBLY | | |
SIGN | | |
1150 645.108 13.000 EA | 100.00000 1300.00| 100.00000 1300.00| 144.00000 1872.00
DEMOUNT POLE | | |
1160 645.12 LUMP| 42000.00000 42000.00| 42000.00000 42000.00| 64889.00000 64889.00
OVERHEAD GUIDE SIGN: GA-1 GA-1 | | |
1170 645.12 LUMP| 34000.00000 34000.00| 37000.00000 37000.00| 49479.00000 49479.00
OVERHEAD GUIDE SIGN: GA-2 GA-2 | | |
1180 645.12 LUMP| 34000.00000 34000.00| 38000.00000 38000.00| 51405.00000 51405.00
OVERHEAD GUIDE SIGN: GA-3 GA-3 | | |
1190 645.12 LUMP| 35000.00000 35000.00| 40000.00000 40000.00| 52037.00000 52037.00
OVERHEAD GUIDE SIGN: GA-4 GA-4 | | |
1200 645.161 15.000 EA | 600.00000 9000.00| 600.00000 9000.00| 661.00000 9915.00
BREAKAWAY DEVICES SINGLE POLE | | |
1210 645.162 6.000 EA | 650.00000 3900.00| 600.00000 3600.00| 719.00000 4314.00
BREAKAWAY DEVICES MULTI-POLE | | |
1220 645.251 82.000 M2 | 275.00000 22550.00| 250.00000 20500.00| 105.00000 8610.00
ROADSIDE GUIDE SIGNS | | |
1230 645.271 16.000 M2 | 225.00000 3600.00| 250.00000 4000.00| 106.00000 1696.00
REGULATORY, WARNING, CONFIRMATION AND | | |
ROUTE MARKER ASSEMBLY SIGNS, TYPE I | | |
LETTING DATE : 05/03/00 MAINE DEPARTMENT OF TRANSPORTATION DATE : 12/04/01
PAGE : 8
LOCATION : BANGOR TABULATION OF BIDS
CONTRACT ID : 004926.00
=========
====================================================================================================================================
|( 1 ) 000022 |( 2 ) 000164 |( 3 ) 001104
|THE LANE CONSTRUCTION CORP. |C P M CONSTRUCTORS |FUNDY CONTRACTORS, INC.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
1240 645.289 3600.000 KG | 4.50000 16200.00| 5.00000 18000.00| 7.20000 25920.00
STEEL H-BEAM POLES | | |
1250 645.291 2.000 M2 | 350.00000 700.00| 450.00000 900.00| 103.50000 207.00
ROADSIDE GUIDE SIGNS TYPE II | | |
1260 645.292 5.000 M2 | 350.00000 1750.00| 300.00000 1500.00| 94.00000 470.00
REGULATORY, WARNING, CONFIRMATION AND | | |
ROUTE MARKER ASSEMBLY SIGNS TYPE II | | |
1270 652.30 2.000 EA | 3000.00000 6000.00| 3500.00000 7000.00| 5475.00000 10950.00
FLASHING ARROW BOARD | | |
1280 652.31 20.000 EA | 55.00000 1100.00| 50.00000 1000.00| 121.00000 2420.00
TYPE I BARRICADE | | |
1290 652.311 20.000 EA | 45.00000 900.00| 50.00000 1000.00| 146.00000 2920.00
TYPE II BARRICADE | | |
1300 652.312 40.000 EA | 50.00000 2000.00| 250.00000 10000.00| 214.00000 8560.00
TYPE III BARRICADE | | |
1310 652.33 200.000 EA | 55.00000 11000.00| 52.00000 10400.00| 76.00000 15200.00
DRUM | | |
1320 652.331 100.000 EA | 55.00000 5500.00| 35.00000 3500.00| 67.00000 6700.00
1 METER TUBULAR MARKER | | |
1330 652.34 250.000 EA | 25.00000 6250.00| 20.00000 5000.00| 22.00000 5500.00
CONE | | |
1340 652.35 245.000 M2 | 125.00000 30625.00| 100.00000 24500.00| 129.00000 31605.00
CONSTRUCTION SIGNS | | |
1350 652.36 350.000 CD | 150.00000 52500.00| 75.00000 26250.00| 222.00000 77700.00
MAINTENANCE OF TRAFFIC CONTROL DEVICES | | |
1360 652.38 1000.000 MH | 15.00000 15000.00| 12.00000 12000.00| 18.80000 18800.00
FLAGGER | | |
1370 652.41 4.000 EA | 24000.00000 96000.00| 17000.00000 68000.00| 11500.00000 46000.00
PORTABLE - CHANGEABLE MESSAGE SIGN | | |
1380 652.51 LUMP| 250000.00000 250000.00| 75000.00000 75000.00| 172500.00000 172500.00
DESIGN BUILD - INTERSTATE CROSSOVER | | |
1390 656.50 50.000 EA | 5.00000 250.00| 10.00000 500.00| 12.00000 600.00
BALED HAY, IN PLACE | | |
1400 656.51 25.000 EA | 5.00000 125.00| 10.00000 250.00| 12.00000 300.00
SANDBAG, IN PLACE | | |
1410 656.55 100.000 M3 | 18.00000 1800.00| 25.00000 2500.00| 28.75000 2875.00
DUMPED STONE | | |
1420 656.632 1000.000 M | 4.00000 4000.00| 10.00000 10000.00| 6.90000 6900.00
750 MM TEMPORARY SILT FENCE | | |
1430 658.20 100.000 M2 | 17.70000 1770.00| 20.00000 2000.00| 16.50000 1650.00
ACRYLIC LATEX COLOR FINISH, GREEN | | |
LETTING DATE : 05/03/00 MAINE DEPARTMENT OF TRANSPORTATION DATE : 12/04/01
PAGE : 9
LOCATION : BANGOR TABULATION OF BIDS
CONTRACT ID : 004926.00
=========
====================================================================================================================================
|( 1 ) 000022 |( 2 ) 000164 |( 3 ) 001104
|THE LANE CONSTRUCTION CORP. |C P M CONSTRUCTORS |FUNDY CONTRACTORS, INC.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
1440 659.10 LUMP| 340000.00000 340000.00| 404000.00000 404000.00| 400000.00000 400000.00
MOBILIZATION | | |
1450 660.21 3000.000 MH | 1.00000 3000.00| 1.00000 3000.00| 10.00000 30000.00
ON-THE-JOB TRAINING (BID) | | |
SECTION TOTALS | $ 4,309,385.00| $ 4,406,773.40| $ 4,768,391.55
------------------------------------------+----------------------------+----------------------------+-------------------------------
CONTRACT TOTALS | $ 4,309,385.00| $ 4,406,773.40| $ 4,768,391.55
====================================================================================================================================
LETTING DATE : 05/03/00 MAINE DEPARTMENT OF TRANSPORTATION DATE : 12/04/01
PAGE : 10
LOCATION : BANGOR TABULATION OF BIDS
CONTRACT ID : 004926.00
=========
====================================================================================================================================
|( 4 ) 000855 |( 5 ) 000649 |( 6 ) 001255
|BRIDGECORP |SARGENT & SARGENT, INC. |ROADS CORPORATION
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0001 HIGHWAY ITEMS- RAMPS
| | |
0010 107.27 LUMP| 217000.00000 217000.00| 15000.00000 15000.00| 30000.00000 30000.00
TEMPORARY SOIL EROSION AND WATER | | |
POLLUTION CONTROL | | |
0020 201.11 1.400 HA | 8000.00000 11200.00| 8000.00000 11200.00| 25000.00000 35000.00
CLEARING | | |
0030 201.23 6.000 EA | 300.00000 1800.00| 750.00000 4500.00| 400.00000 2400.00
REMOVING SINGLE TREE TOP ONLY | | |
0040 201.24 7.000 EA | 100.00000 700.00| 450.00000 3150.00| 300.00000 2100.00
REMOVING STUMP | | |
0050 202.08 LUMP| 3000.00000 3000.00| 10000.00000 10000.00| 40000.00000 40000.00
REMOVING BUILDING NO.: 1 | | |
0060 203.20 17950.000 M3 | 7.35000 131932.50| 8.00000 143600.00| 16.00000 287200.00
COMMON EXCAVATION | | |
0070 203.21 3530.000 M3 | 22.00000 77660.00| 8.00000 28240.00| 40.00000 141200.00
ROCK EXCAVATION | | |
0080 203.24 32153.000 M3 | 7.00000 225071.00| 9.00000 289377.00| 12.00000 385836.00
COMMON BORROW | | |
0090 203.25 3510.000 M3 | 13.25000 46507.50| 17.00000 59670.00| 16.00000 56160.00
GRANULAR BORROW | | |
0100 205.51 630.000 M2 | 11.25000 7087.50| 22.00000 13860.00| 30.00000 18900.00
WIDENING OF EXISTING SHOULDER | | |
0110 206.082 1900.000 M3 | 18.50000 35150.00| 22.00000 41800.00| 25.00000 47500.00
STRUCTURAL EARTH EXCAVATION - MAJOR | | |
STRUCTURES | | |
0120 304.10 14420.000 M3 | 18.00000 259560.00| 14.00000 201880.00| 22.00000 317240.00
AGGREGATE SUBBASE COURSE - GRAVEL | | |
0130 403.207 5600.000 MG | 46.35000 259560.00| 43.00000 240800.00| 35.00000 196000.00
HOT MIX ASPHALT 19.0 MM NOMINAL MAX SIZ | | |
0140 403.208 2225.000 MG | 48.40000 107690.00| 45.00000 100125.00| 35.00000 77875.00
HOT MIX ASPHALT 12.5 MM NOMINAL MAX SIZ | | |
0150 403.209 90.000 MG | 100.00000 9000.00| 92.00000 8280.00| 90.00000 8100.00
HOT MIX ASPHALT 9.5 MM(SIDEWALKS,DRIVES | | |
INCIDENTAL ) | | |
0160 403.210 110.000 MG | 54.00000 5940.00| 49.00000 5390.00| 35.00000 3850.00
HOT MIX ASPHALT 9.5 MM NOMINAL MAX SIZE | | |
0170 403.211 250.000 MG | 50.75000 12687.50| 47.00000 11750.00| 35.00000 8750.00
HOT MIX ASPHALT (SHIM) | | |
0180 409.15 500.000 L | 1.35000 675.00| 1.50000 750.00| 1.20000 600.00
BITUMINOUS TACK COAT APPLIED | | |
LETTING DATE : 05/03/00 MAINE DEPARTMENT OF TRANSPORTATION DATE : 12/04/01
PAGE : 11
LOCATION : BANGOR TABULATION OF BIDS
CONTRACT ID : 004926.00
=========
====================================================================================================================================
|( 4 ) 000855 |( 5 ) 000649 |( 6 ) 001255
|BRIDGECORP |SARGENT & SARGENT, INC. |ROADS CORPORATION
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0190 502.219 1540.000 LS | 630000.00000 630000.00| 900000.00000 900000.00| 650000.00000 650000.00
STRUCTURAL CONCRETE, ABUTMENTS AND | | |
RETAINING WALLS | | |
0200 502.25 200.000 LS | 230000.00000 230000.00| 275000.00000 275000.00| 320000.00000 320000.00
STRUCTURAL CONCRETE SUPERSTRUCTURE SLAB | | |
0210 502.31 33.000 LS | 11500.00000 11500.00| 15000.00000 15000.00| 50000.00000 50000.00
STRUCTURAL CONCRETE APPROACH SLABS | | |
0220 503.12 68600.000 KG | 1.15000 78890.00| 1.20000 82320.00| 0.35000 24010.00
REINFORCING STEEL, FABRICATED AND | | |
DELIVERED | | |
0230 503.13 68600.000 KG | 0.80000 54880.00| 0.70000 48020.00| 0.60000 41160.00
REINFORCING STEEL, PLACING | | |
0240 508.14 1.000 LS | 24700.00000 24700.00| 30000.00000 30000.00| 25000.00000 25000.00
HIGH PERFORMANCE WATERPROOFING MEMBRANE | | |
0250 512.081 88.000 LS | 4700.00000 4700.00| 4000.00000 4000.00| 3000.00000 3000.00
FRENCH DRAINS | | |
0260 513.09 280.000 M2 | 145.00000 40600.00| 150.00000 42000.00| 60.00000 16800.00
SLOPE PROTECTION - PORTLAND CEMENT | | |
CONCRETE | | |
0270 514.06 1.000 EA | 885.00000 885.00| 1500.00000 1500.00| 3000.00000 3000.00
CURING BOX FOR CONCRETE CYLINDERS | | |
0280 515.21 512.000 LS | 2300.00000 2300.00| 3000.00000 3000.00| 6000.00000 6000.00
PROTECTIVE COATING FOR CONCRETE SURFACE | | |
0290 520.22 4.000 EA | 14000.00000 56000.00| 13000.00000 52000.00| 14000.00000 56000.00
EXPANSION DEVICE - COMPRESSION SEAL | | |
0300 523.08 20.000 EA | 2000.00000 40000.00| 2800.00000 56000.00| 2000.00000 40000.00
ELASTOMERIC BRIDGE BEARING - LAMINATED | | |
0310 526.301 100.000 LS | 1000.00000 1000.00| 12500.00000 12500.00| 10000.00000 10000.00
TEMPORARY CONCRETE BARRIER TYPE I | | |
0320 526.321 155.000 LS | 59000.00000 59000.00| 70000.00000 70000.00| 45000.00000 45000.00
PERMANENT CONCRETE BARRIER TYPE III A | | |
0330 535.61 352.000 LS | 410000.00000 410000.00| 340000.00000 340000.00| 600000.00000 600000.00
PRESTRESSED STRUCTURAL CONCRETE | | |
I-GIRDERS | | |
0340 603.159 186.800 M | 82.00000 15317.60| 63.00000 11768.40| 120.00000 22416.00
300 MM CULVERT PIPE OPTION III | | |
0350 603.169 12.000 M | 125.50000 1506.00| 90.00000 1080.00| 125.00000 1500.00
375 MM CULVERT PIPE OPTION III | | |
0360 603.179 17.000 M | 139.00000 2363.00| 120.00000 2040.00| 135.00000 2295.00
450 MM CULVERT PIPE OPTION III | | |
0370 603.199 91.400 M | 116.20000 10620.68| 115.00000 10511.00| 185.00000 16909.00
600 MM CULVERT PIPE OPTION III | | |
LETTING DATE : 05/03/00 MAINE DEPARTMENT OF TRANSPORTATION DATE : 12/04/01
PAGE : 12
LOCATION : BANGOR TABULATION OF BIDS
CONTRACT ID : 004926.00
=========
====================================================================================================================================
|( 4 ) 000855 |( 5 ) 000649 |( 6 ) 001255
|BRIDGECORP |SARGENT & SARGENT, INC. |ROADS CORPORATION
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0380 604.072 6.000 EA | 2100.00000 12600.00| 3200.00000 19200.00| 1500.00000 9000.00
CATCH BASIN TYPE A1-C | | |
0390 604.092 3.000 EA | 1550.00000 4650.00| 2800.00000 8400.00| 1500.00000 4500.00
CATCH BASIN TYPE B1-C | | |
0400 604.246 3.000 EA | 490.00000 1470.00| 2200.00000 6600.00| 1600.00000 4800.00
CATCH BASIN TYPE F5 | | |
0410 604.248 4.000 EA | 420.00000 1680.00| 2200.00000 8800.00| 1600.00000 6400.00
CATCH BASIN TYPE F6 | | |
0420 605.09 210.000 M | 73.00000 15330.00| 43.00000 9030.00| 100.00000 21000.00
150 MM UNDERDRAIN TYPE B | | |
0430 605.11 237.000 M | 95.00000 22515.00| 65.00000 15405.00| 105.00000 24885.00
300 MM UNDERDRAIN TYPE C | | |
0440 605.12 169.800 M | 100.00000 16980.00| 73.00000 12395.40| 125.00000 21225.00
375 MM UNDERDRAIN TYPE C | | |
0450 606.1721 9.000 EA | 1045.00000 9405.00| 1000.00000 9000.00| 700.00000 6300.00
BRIDGE TRANSITION - TYPE 1 | | |
0460 606.24 1172.000 M | 33.00000 38676.00| 30.00000 35160.00| 27.00000 31644.00
GUARDRAIL TYPE 3D - SINGLE RAIL | | |
0470 606.265 6.000 EA | 29.00000 174.00| 30.00000 180.00| 14.00000 84.00
TERMINAL END - SINGLE RAIL - GALVANIZED | | |
STEEL | | |
0480 606.35 10.000 EA | 24.00000 240.00| 25.00000 250.00| 20.00000 200.00
GUARDRAIL DELINEATOR POST | | |
0490 606.363 150.000 M | 3.50000 525.00| 3.00000 450.00| 3.00000 450.00
GUARDRAIL REMOVE AND DISPOSE | | |
0500 606.79 5.000 EA | 1600.00000 8000.00| 1500.00000 7500.00| 1300.00000 6500.00
GUARDRAIL 350 FLARED TERMINAL | | |
0510 609.11 586.000 M | 62.00000 36332.00| 75.00000 43950.00| 46.00000 26956.00
VERTICAL CURB TYPE 1 | | |
0520 609.12 56.000 M | 100.00000 5600.00| 110.00000 6160.00| 80.00000 4480.00
VERTICAL CURB TYPE 1 - CIRCULAR | | |
0530 609.234 5.000 EA | 75.00000 375.00| 175.00000 875.00| 60.00000 300.00
TERMINAL CURB TYPE 1 - 1.2 METER | | |
0540 609.237 4.000 EA | 133.00000 532.00| 220.00000 880.00| 105.00000 420.00
TERMINAL CURB TYPE 1 - 2.1 METER | | |
0550 609.31 314.000 M | 18.00000 5652.00| 18.00000 5652.00| 10.00000 3140.00
CURB TYPE 3 | | |
0560 609.34 330.000 M | 50.00000 16500.00| 65.00000 21450.00| 33.00000 10890.00
CURB TYPE 5 | | |
0570 609.35 4.000 M | 170.00000 680.00| 195.00000 780.00| 150.00000 600.00
CURB TYPE 5 - CIRCULAR | | |
LETTING DATE : 05/03/00 MAINE DEPARTMENT OF TRANSPORTATION DATE : 12/04/01
PAGE : 13
LOCATION : BANGOR TABULATION OF BIDS
CONTRACT ID : 004926.00
=========
====================================================================================================================================
|( 4 ) 000855 |( 5 ) 000649 |( 6 ) 001255
|BRIDGECORP |SARGENT & SARGENT, INC. |ROADS CORPORATION
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0580 610.08 250.000 M3 | 30.00000 7500.00| 40.00000 10000.00| 45.00000 11250.00
PLAIN RIPRAP | | |
0590 612.06 100.000 M2 | 7.00000 700.00| 6.00000 600.00| 50.00000 5000.00
BITUMINOUS SEALING - BLACK | | |
0600 615.07 1470.000 M3 | 19.25000 28297.50| 13.00000 19110.00| 30.00000 44100.00
LOAM | | |
0610 618.1301 18.000 UN | 12.00000 216.00| 10.00000 180.00| 10.00000 180.00
SEEDING METHOD NUMBER 1 - PLAN QUANTITY | | |
0620 618.1401 170.000 UN | 10.00000 1700.00| 9.00000 1530.00| 9.00000 1530.00
SEEDING METHOD NUMBER 2 - PLAN QUANTITY | | |
0630 618.143 100.000 UN | 20.00000 2000.00| 20.00000 2000.00| 19.00000 1900.00
SPECIAL SEED MIX: | | |
0640 619.1201 300.000 UN | 10.00000 3000.00| 10.00000 3000.00| 9.00000 2700.00
MULCH - PLAN QUANTITY | | |
0650 621.01 200.000 EA | 2.50000 500.00| 3.00000 600.00| 3.00000 600.00
EVERGREEN TREES (200 MM - 300 MM) | | |
0660 621.031 98.000 EA | 71.00000 6958.00| 70.00000 6860.00| 68.00000 6664.00
EVERGREEN TREES (1200 MM - 1500 MM) | | |
GROUP A | | |
0670 621.037 9.000 EA | 120.00000 1080.00| 90.00000 810.00| 110.00000 990.00
EVERGREEN TREES (1500 MM - 1800 MM) | | |
GROUP A | | |
0680 621.195 27.000 EA | 185.00000 4995.00| 175.00000 4725.00| 160.00000 4320.00
MEDIUM DECIDUOUS TREE (45 MM - 50 MM | | |
CALIPER) GROUP A | | |
0690 621.273 54.000 EA | 275.00000 14850.00| 250.00000 13500.00| 215.00000 11610.00
LARGE DECIDUOUS TREE (50 MM - 65 MM | | |
CALIPER) GROUP A | | |
0700 621.401 6.000 EA | 53.00000 318.00| 55.00000 330.00| 45.00000 270.00
DWARF EVERGREENS (600 MM - 750 MM) | | |
GROUP A | | |
0710 621.546 75.000 EA | 21.00000 1575.00| 20.00000 1500.00| 19.00000 1425.00
DECIDUOUS SHRUBS (600 MM - 900 MM) | | |
GROUP A | | |
0720 621.558 145.000 EA | 63.00000 9135.00| 60.00000 8700.00| 60.00000 8700.00
DECIDUOUS SHRUBS (1200 MM - 1500 MM) | | |
GROUP A | | |
0730 623.06 19.000 EA | 125.00000 2375.00| 500.00000 9500.00| 200.00000 3800.00
RIGHT-OF-WAY MONUMENT | | |
0740 626.101 4.000 EA | 590.00000 2360.00| 500.00000 2000.00| 410.00000 1640.00
METALLIC JUNCTION BOX | | |
LETTING DATE : 05/03/00 MAINE DEPARTMENT OF TRANSPORTATION DATE : 12/04/01
PAGE : 14
LOCATION : BANGOR TABULATION OF BIDS
CONTRACT ID : 004926.00
=========
====================================================================================================================================
|( 4 ) 000855 |( 5 ) 000649 |( 6 ) 001255
|BRIDGECORP |SARGENT & SARGENT, INC. |ROADS CORPORATION
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0750 626.21 50.000 M | 94.00000 4700.00| 65.00000 3250.00| 60.00000 3000.00
METALLIC CONDUIT | | |
0760 626.22 360.000 M | 18.00000 6480.00| 32.00000 11520.00| 30.00000 10800.00
NON-METALLIC CONDUIT | | |
0770 626.23 1520.000 M | 20.00000 30400.00| 26.00000 39520.00| 21.00000 31920.00
PREWIRED CONDUIT SECONDARY WIRING | | |
0780 626.31 1.000 EA | 472.00000 472.00| 600.00000 600.00| 500.00000 500.00
450 MM FOUNDATION | | |
0790 626.32 21.000 EA | 944.00000 19824.00| 700.00000 14700.00| 700.00000 14700.00
600 MM FOUNDATION | | |
0800 626.33 35.000 EA | 1120.00000 39200.00| 900.00000 31500.00| 900.00000 31500.00
750 MM FOUNDATION | | |
0810 626.35 1.000 EA | 590.00000 590.00| 700.00000 700.00| 700.00000 700.00
CONTROLLER CABINET FOUNDATION | | |
0820 626.36 7.000 EA | 590.00000 4130.00| 500.00000 3500.00| 500.00000 3500.00
REMOVE OR MODIFY CONCRETE FOUNDATION | | |
0830 627.71 1000.000 M | 0.45000 450.00| 0.50000 500.00| 1.30000 1300.00
100 MM WHITE PAVEMENT MARKING LINE | | |
0840 627.72 2400.000 M | 0.55000 1320.00| 0.60000 1440.00| 2.00000 4800.00
150 MM WHITE PAVEMENT MARKING LINE | | |
0850 627.73 800.000 M | 0.95000 760.00| 0.90000 720.00| 1.30000 1040.00
100 MM YELLOW PAVEMENT MARKING LINE | | |
0860 627.74 2200.000 M | 0.55000 1210.00| 0.60000 1320.00| 0.70000 1540.00
150 MM YELLOW PAVEMENT MARKING LINE | | |
0870 627.75 150.000 M2 | 15.75000 2362.50| 15.00000 2250.00| 54.00000 8100.00
WHITE OR YELLOW PAVEMENT AND CURB | | |
MARKING | | |
0880 629.05 50.000 MH | 22.00000 1100.00| 25.00000 1250.00| 30.00000 1500.00
HAND LABOR, STRAIGHT TIME | | |
0890 631.10 10.000 HR | 11.50000 115.00| 35.00000 350.00| 35.00000 350.00
AIR COMPRESSOR (INCLUDING OPERATOR) | | |
0900 631.11 10.000 HR | 11.50000 115.00| 35.00000 350.00| 35.00000 350.00
AIR TOOL (INCLUDING OPERATOR) | | |
0910 631.12 50.000 HR | 40.00000 2000.00| 90.00000 4500.00| 125.00000 6250.00
ALL PURPOSE EXCAVATOR (INCLUDING | | |
OPERATOR) | | |
0920 631.13 20.000 HR | 40.00000 800.00| 75.00000 1500.00| 145.00000 2900.00
BULLDOZER (INCLUDING OPERATOR) | | |
0930 631.14 50.000 HR | 40.00000 2000.00| 75.00000 3750.00| 140.00000 7000.00
GRADER (INCLUDING OPERATOR) | | |
0940 631.172 100.000 HR | 45.00000 4500.00| 42.00000 4200.00| 75.00000 7500.00
TRUCK - LARGE (INCLUDING OPERATOR) | | |
LETTING DATE : 05/03/00 MAINE DEPARTMENT OF TRANSPORTATION DATE : 12/04/01
PAGE : 15
LOCATION : BANGOR TABULATION OF BIDS
CONTRACT ID : 004926.00
=========
====================================================================================================================================
|( 4 ) 000855 |( 5 ) 000649 |( 6 ) 001255
|BRIDGECORP |SARGENT & SARGENT, INC. |ROADS CORPORATION
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0950 631.18 10.000 HR | 25.00000 250.00| 45.00000 450.00| 35.00000 350.00
CHAIN SAW RENTAL (INCLUDING OPERATOR) | | |
0960 631.21 20.000 HR | 23.00000 460.00| 90.00000 1800.00| 155.00000 3100.00
ROAD BROOM (INCLUDING OPERATORS AND | | |
HAULER) | | |
0970 631.22 10.000 HR | 40.00000 400.00| 80.00000 800.00| 115.00000 1150.00
FRONT END LOADER (INCLUDING OPERATOR) | | |
0980 631.32 10.000 HR | 125.00000 1250.00| 125.00000 1250.00| 150.00000 1500.00
CULVERT CLEANER (INCLUDING OPERATOR) | | |
0990 631.37 4.000 EA | 200.00000 800.00| 200.00000 800.00| 125.00000 500.00
CLEAN EXISTING CATCH BASINS AND MANHOLE | | |
1000 634.16 LUMP| 41300.00000 41300.00| 25000.00000 25000.00| 21000.00000 21000.00
HIGHWAY LIGHTING | | |
1010 634.21 27.000 EA | 2800.00000 75600.00| 2200.00000 59400.00| 2200.00000 59400.00
CONVENTIONAL LIGHT STANDARD | | |
1020 635.10 261.000 M2 | 100.00000 26100.00| 600.00000 156600.00| 260.00000 67860.00
CONCRETE BIN TYPE RETAINING WALL, | | |
CLOSED FACE | | |
1030 637.071 LUMP| 11000.00000 11000.00| 7500.00000 7500.00| 10000.00000 10000.00
DUST CONTROL | | |
1040 639.18 1.000 EA | 8500.00000 8500.00| 10000.00000 10000.00| 75000.00000 75000.00
FIELD OFFICE TYPE A | | |
1050 643.71 LUMP| 9200.00000 9200.00| 2000.00000 2000.00| 35000.00000 35000.00
TRAFFIC SIGNAL MODIFICATION STILLWATER | | |
AND MALL ENT. | | |
1060 643.71 LUMP| 9200.00000 9200.00| 40000.00000 40000.00| 1.00000 1.00
TRAFFIC SIGNAL MODIFICATION at | | |
Stillwater Ave. and Bangor Mall Entra | | |
1070 643.80 LUMP| 24000.00000 24000.00| 50000.00000 50000.00| 50000.00000 50000.00
TRAFFIC SIGNALS AT STILLWATER & I-95 | | |
RAMP | | |
1080 643.80 LUMP| 24000.00000 24000.00| 2000.00000 2000.00| 1.00000 1.00
TRAFFIC SIGNALS AT STILLWATER AVENUE | | |
AND I-95 RAMP | | |
1090 643.81 LUMP| 35000.00000 35000.00| 45000.00000 45000.00| 40000.00000 40000.00
TRAFFIC SIGNAL CONTROL SYSTEM | | |
1100 643.90 LUMP| 5500.00000 5500.00| 8000.00000 8000.00| 8000.00000 8000.00
INTERCONNECT WIRE BETWEEN I-95 RAMP & | | |
MALL ENT. W/ STILLWATER AVE. | | |
1110 643.90 LUMP| 5300.00000 5300.00| 1800.00000 1800.00| 2000.00000 2000.00
INTERCONNECT WIRE BETWEEN I-95 Ramp and | | |
Bangor Mall Entrance along | | |
LETTING DATE : 05/03/00 MAINE DEPARTMENT OF TRANSPORTATION DATE : 12/04/01
PAGE : 16
LOCATION : BANGOR TABULATION OF BIDS
CONTRACT ID : 004926.00
=========
====================================================================================================================================
|( 4 ) 000855 |( 5 ) 000649 |( 6 ) 001255
|BRIDGECORP |SARGENT & SARGENT, INC. |ROADS CORPORATION
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
1120 643.94 8.000 EA | 5300.00000 42400.00| 5000.00000 40000.00| 4500.00000 36000.00
DUAL PURPOSE POLE | | |
1130 645.103 9.000 EA | 295.00000 2655.00| 400.00000 3600.00| 400.00000 3600.00
DEMOUNT GUIDE SIGN | | |
1140 645.106 3.000 EA | 200.00000 600.00| 150.00000 450.00| 200.00000 600.00
DEMOUNT REGULATORY, WARNING, | | |
CONFIRMATION AND ROUTE MARKER A SSEMBLY | | |
SIGN | | |
1150 645.108 13.000 EA | 120.00000 1560.00| 140.00000 1820.00| 200.00000 2600.00
DEMOUNT POLE | | |
1160 645.12 LUMP| 82000.00000 82000.00| 60000.00000 60000.00| 60000.00000 60000.00
OVERHEAD GUIDE SIGN: GA-1 GA-1 | | |
1170 645.12 LUMP| 67500.00000 67500.00| 43000.00000 43000.00| 50000.00000 50000.00
OVERHEAD GUIDE SIGN: GA-2 GA-2 | | |
1180 645.12 LUMP| 70000.00000 70000.00| 45000.00000 45000.00| 50000.00000 50000.00
OVERHEAD GUIDE SIGN: GA-3 GA-3 | | |
1190 645.12 LUMP| 73000.00000 73000.00| 45000.00000 45000.00| 50000.00000 50000.00
OVERHEAD GUIDE SIGN: GA-4 GA-4 | | |
1200 645.161 15.000 EA | 1200.00000 18000.00| 600.00000 9000.00| 600.00000 9000.00
BREAKAWAY DEVICES SINGLE POLE | | |
1210 645.162 6.000 EA | 1200.00000 7200.00| 700.00000 4200.00| 700.00000 4200.00
BREAKAWAY DEVICES MULTI-POLE | | |
1220 645.251 82.000 M2 | 450.00000 36900.00| 100.00000 8200.00| 100.00000 8200.00
ROADSIDE GUIDE SIGNS | | |
1230 645.271 16.000 M2 | 400.00000 6400.00| 100.00000 1600.00| 100.00000 1600.00
REGULATORY, WARNING, CONFIRMATION AND | | |
ROUTE MARKER ASSEMBLY SIGNS, TYPE I | | |
1240 645.289 3600.000 KG | 9.00000 32400.00| 7.00000 25200.00| 7.00000 25200.00
STEEL H-BEAM POLES | | |
1250 645.291 2.000 M2 | 650.00000 1300.00| 90.00000 180.00| 100.00000 200.00
ROADSIDE GUIDE SIGNS TYPE II | | |
1260 645.292 5.000 M2 | 450.00000 2250.00| 82.00000 410.00| 100.00000 500.00
REGULATORY, WARNING, CONFIRMATION AND | | |
ROUTE MARKER ASSEMBLY SIGNS TYPE II | | |
1270 652.30 2.000 EA | 3500.00000 7000.00| 4200.00000 8400.00| 6000.00000 12000.00
FLASHING ARROW BOARD | | |
1280 652.31 20.000 EA | 90.00000 1800.00| 55.00000 1100.00| 200.00000 4000.00
TYPE I BARRICADE | | |
1290 652.311 20.000 EA | 80.00000 1600.00| 45.00000 900.00| 200.00000 4000.00
TYPE II BARRICADE | | |
1300 652.312 40.000 EA | 130.00000 5200.00| 50.00000 2000.00| 200.00000 8000.00
TYPE III BARRICADE | | |
LETTING DATE : 05/03/00 MAINE DEPARTMENT OF TRANSPORTATION DATE : 12/04/01
PAGE : 17
LOCATION : BANGOR TABULATION OF BIDS
CONTRACT ID : 004926.00
=========
====================================================================================================================================
|( 4 ) 000855 |( 5 ) 000649 |( 6 ) 001255
|BRIDGECORP |SARGENT & SARGENT, INC. |ROADS CORPORATION
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
1310 652.33 200.000 EA | 60.00000 12000.00| 55.00000 11000.00| 65.00000 13000.00
DRUM | | |
1320 652.331 100.000 EA | 50.00000 5000.00| 55.00000 5500.00| 20.00000 2000.00
1 METER TUBULAR MARKER | | |
1330 652.34 250.000 EA | 15.00000 3750.00| 25.00000 6250.00| 20.00000 5000.00
CONE | | |
1340 652.35 245.000 M2 | 70.00000 17150.00| 125.00000 30625.00| 125.00000 30625.00
CONSTRUCTION SIGNS | | |
1350 652.36 350.000 CD | 115.00000 40250.00| 125.00000 43750.00| 300.00000 105000.00
MAINTENANCE OF TRAFFIC CONTROL DEVICES | | |
1360 652.38 1000.000 MH | 15.00000 15000.00| 12.00000 12000.00| 15.00000 15000.00
FLAGGER | | |
1370 652.41 4.000 EA | 8200.00000 32800.00| 5000.00000 20000.00| 25000.00000 100000.00
PORTABLE - CHANGEABLE MESSAGE SIGN | | |
1380 652.51 LUMP| 20000.00000 20000.00| 0.01000 0.01| 40000.00000 40000.00
DESIGN BUILD - INTERSTATE CROSSOVER | | |
1390 656.50 50.000 EA | 11.00000 550.00| 5.00000 250.00| 10.00000 500.00
BALED HAY, IN PLACE | | |
1400 656.51 25.000 EA | 8.00000 200.00| 5.00000 125.00| 17.00000 425.00
SANDBAG, IN PLACE | | |
1410 656.55 100.000 M3 | 10.00000 1000.00| 18.00000 1800.00| 49.00000 4900.00
DUMPED STONE | | |
1420 656.632 1000.000 M | 1.00000 1000.00| 4.00000 4000.00| 5.00000 5000.00
750 MM TEMPORARY SILT FENCE | | |
1430 658.20 100.000 M2 | 20.00000 2000.00| 20.00000 2000.00| 36.00000 3600.00
ACRYLIC LATEX COLOR FINISH, GREEN | | |
1440 659.10 LUMP| 495000.00000 495000.00| 483000.00000 483000.00| 450000.00000 450000.00
MOBILIZATION | | |
1450 660.21 3000.000 MH | 1.00000 3000.00| 1.00000 3000.00| 5.00000 15000.00
ON-THE-JOB TRAINING (BID) | | |
SECTION TOTALS | $ 4,880,812.28| $ 4,906,353.81| $ 5,516,116.00
------------------------------------------+----------------------------+----------------------------+-------------------------------
CONTRACT TOTALS | $ 4,880,812.28| $ 4,906,353.81| $ 5,516,116.00
====================================================================================================================================