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LETTING DATE : 11/14/01 MAINE DEPARTMENT OF TRANSPORTATION DATE : 12/06/01
PAGE : 1
LOCATION : PRESQUE ISLE TABULATION OF BIDS
CONTRACT ID : 009010.00
=========
COMPLETION DATE : 06/30/03
PROJECT(S): BH-9010(00)X COUNTIE(S) : AROOSTOOK MAINE STATE DEPTARTMENT OF TRANSPORTATION
A TRUE COPY : __________________________
TITLE : __________________________
CONTRACT DESCRIPTION : BRIDGE REHABILITATION ATTEST : _______________________________
NOTARY PUBLIC
--------------------------------------------------------------------------------------------------------------------------
TOTAL % OVER
RANK VENDOR NO./NAME BID LOW BID
--------------------------------------------------------------------------------------------------------------------------
1 000032 REED & REED, INC. $ 904,468.75 100.0000%
2 000272 A & V CONSTRUCTION, CORP. $ 940,025.50 103.9312%
3 000164 C P M CONSTRUCTORS $ 985,495.00 108.9584%
4 000118 STETSON & WATSON, J. V. $ 1,040,150.00 115.0012%
5 000010 THOMAS DICENZO, INC. $ 1,042,288.75 115.2377%
6 000416 T BUCK CONSTRUCTION INC. $ 1,079,976.00 119.4045%
7 000022 THE LANE CONSTRUCTION CORP. $ 1,219,695.50 134.8521%
====================================================================================================================================
|( 1 ) 000032 |( 2 ) 000272 |( 3 ) 000164
|REED & REED INC. |A & V CONSTRUCTION, CORP. |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
| | |
0005 202.10 85.000 LS | 100000.00000 100000.00| 85000.00000 85000.00| 130000.00000 130000.00
REMOVING EXISTING SUPERSTRUCTURE | | |
(PROPERTY OF CONTRACTOR) | | |
0010 202.12 66.000 M3 | 300.00000 19800.00| 500.00000 33000.00| 400.00000 26400.00
REMOVING EXISTING STRUCTURAL CONCRETE | | |
0020 203.20 570.000 M3 | 15.00000 8550.00| 15.00000 8550.00| 20.00000 11400.00
COMMON EXCAVATION | | |
0030 203.231 85.000 M3 | 55.00000 4675.00| 56.00000 4760.00| 30.00000 2550.00
DISPOSAL OF RIVERBED EXCAVATION | | |
0040 203.25 50.000 M3 | 35.00000 1750.00| 35.00000 1750.00| 20.00000 1000.00
GRANULAR BORROW | | |
0050 206.082 145.000 M3 | 35.00000 5075.00| 35.00000 5075.00| 25.00000 3625.00
STRUCTURAL EARTH EXCAVATION - MAJOR | | |
STRUCTURES | | |
0060 304.10 600.000 M3 | 25.00000 15000.00| 25.00000 15000.00| 25.00000 15000.00
AGGREGATE SUBBASE COURSE - GRAVEL | | |
0070 403.207 121.000 MG | 95.00000 11495.00| 97.00000 11737.00| 95.00000 11495.00
HOT MIX ASPHALT 19.0 MM NOMINAL MAX SIZ | | |
LETTING DATE : 11/14/01 MAINE DEPARTMENT OF TRANSPORTATION DATE : 12/06/01
PAGE : 2
LOCATION : PRESQUE ISLE TABULATION OF BIDS
CONTRACT ID : 009010.00
=========
====================================================================================================================================
|( 1 ) 000032 |( 2 ) 000272 |( 3 ) 000164
|REED & REED INC. |A & V CONSTRUCTION, CORP. |C P M CONSTRUCTORS
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0080 403.208 85.000 MG | 95.00000 8075.00| 96.00000 8160.00| 95.00000 8075.00
HOT MIX ASPHALT 12.5 MM NOMINAL MAX SIZ | | |
0090 403.209 46.000 MG | 100.00000 4600.00| 110.00000 5060.00| 100.00000 4600.00
HOT MIX ASPHALT 9.5 MM(SIDEWALKS,DRIVES | | |
INCIDENTAL ) | | |
0100 502.21 62.000 M3 | 600.00000 37200.00| 550.00000 34100.00| 600.00000 37200.00
STRUCTURAL CONCRETE, ABUTMENTS AND | | |
RETAINING WALLS | | |
0110 502.26 93.000 LS | 120000.00000 120000.00| 113000.00000 113000.00| 100000.00000 100000.00
STRUCTURAL CONCRETE ROADWAY AND | | |
SIDEWALK SLABS ON STEEL BRIDGES | | |
0120 502.31 18.000 LS | 7500.00000 7500.00| 10000.00000 10000.00| 9000.00000 9000.00
STRUCTURAL CONCRETE APPROACH SLABS LS | | |
0130 502.44 14.000 M3 | 1200.00000 16800.00| 800.00000 11200.00| 800.00000 11200.00
STRUCTURAL CONCRETE WEARING SURFACE ON | | |
BRIDGES | | |
0140 502.49 23.000 LS | 9000.00000 9000.00| 10000.00000 10000.00| 5500.00000 5500.00
STRUCTURAL CONCRETE CURBS AND SIDEWALKS | | |
0150 502.622 5.000 M2 | 500.00000 2500.00| 900.00000 4500.00| 700.00000 3500.00
SUBSTRUCTURE REPAIR - VERTICAL SURFACES | | |
0160 503.12 1665.000 KG | 1.00000 1665.00| 1.50000 2497.50| 1.00000 1665.00
REINFORCING STEEL, FABRICATED AND | | |
DELIVERED | | |
0170 503.13 1665.000 KG | 2.00000 3330.00| 3.00000 4995.00| 4.00000 6660.00
REINFORCING STEEL, PLACING | | |
0180 504.70 69000.000 LS | 135000.00000 135000.00| 165000.00000 165000.00| 120000.00000 120000.00
STRUCTURAL STEEL FABRICATED AND | | |
DELIVERED LS | | |
0190 504.71 69000.000 LS | 20000.00000 20000.00| 16000.00000 16000.00| 20000.00000 20000.00
STRUCTURAL STEEL ERECTION LS | | |
0200 505.08 1190.000 LS | 2000.00000 2000.00| 2400.00000 2400.00| 2500.00000 2500.00
SHEAR CONNECTORS LS | | |
0210 507.0811 30.000 LS | 13000.00000 13000.00| 8000.00000 8000.00| 9000.00000 9000.00
STEEL BRIDGE RAILING, 2 BAR LS | | |
0220 507.0831 30.000 LS | 20000.00000 20000.00| 12000.00000 12000.00| 15000.00000 15000.00
STEEL BRIDGE RAILING, 4 BAR LS | | |
0230 512.081 22.000 LS | 2000.00000 2000.00| 2000.00000 2000.00| 5000.00000 5000.00
FRENCH DRAINS | | |
0240 514.06 1.000 EA | 1000.00000 1000.00| 1200.00000 1200.00| 750.00000 750.00
CURING BOX FOR CONCRETE CYLINDERS | | |
0250 515.21 465.000 LS | 2000.00000 2000.00| 2000.00000 2000.00| 750.00000 750.00
PROTECTIVE COATING FOR CONCRETE | | |
SURFACES LS | | |
LETTING DATE : 11/14/01 MAINE DEPARTMENT OF TRANSPORTATION DATE : 12/06/01
PAGE : 3
LOCATION : PRESQUE ISLE TABULATION OF BIDS
CONTRACT ID : 009010.00
=========
====================================================================================================================================
|( 1 ) 000032 |( 2 ) 000272 |( 3 ) 000164
|REED & REED INC. |A & V CONSTRUCTION, CORP. |C P M CONSTRUCTORS
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0260 523.08 10.000 EA | 1500.00000 15000.00| 2000.00000 20000.00| 1700.00000 17000.00
ELASTOMERIC BRIDGE BEARING - LAMINATED | | |
0270 526.301 20.000 LS | 3000.00000 3000.00| 4000.00000 4000.00| 2000.00000 2000.00
TEMPORARY CONCRETE BARRIER TYPE I | | |
0280 526.34 4.000 EA | 2000.00000 8000.00| 1500.00000 6000.00| 1100.00000 4400.00
PERMANENT CONCRETE TRANSITION BARRIER | | |
0290 603.169 13.000 M | 90.00000 1170.00| 91.00000 1183.00| 160.00000 2080.00
375 MM CULVERT PIPE OPTION III | | |
0300 604.076 2.000 EA | 2500.00000 5000.00| 2500.00000 5000.00| 2500.00000 5000.00
1500 MM CATCH BASIN TYPE A1-C | | |
0310 605.09 40.000 M | 50.00000 2000.00| 51.00000 2040.00| 70.00000 2800.00
150 MM UNDERDRAIN TYPE B | | |
0320 606.1721 4.000 EA | 1300.00000 5200.00| 1300.00000 5200.00| 1300.00000 5200.00
BRIDGE TRANSITION - TYPE 1 | | |
0330 606.265 3.000 EA | 50.00000 150.00| 51.00000 153.00| 50.00000 150.00
TERMINAL END - SINGLE RAIL - GALVANIZED | | |
STEEL | | |
0340 606.35 6.000 EA | 30.00000 180.00| 30.00000 180.00| 30.00000 180.00
GUARDRAIL DELINEATOR POST | | |
0350 606.55 8.000 M | 80.00000 640.00| 80.00000 640.00| 80.00000 640.00
GUARDRAIL TYPE 3 - SINGLE RAIL | | |
0360 606.60 16.000 M | 80.00000 1280.00| 80.00000 1280.00| 80.00000 1280.00
GUARDRAIL TYPE 3 - OVER 4.5 METER RADIU | | |
0370 606.76 1.000 EA | 2000.00000 2000.00| 2022.00000 2022.00| 1500.00000 1500.00
MODIFIED ECCENTRIC LOADER TERMINAL | | |
0380 607.24 3.000 M | 50.00000 150.00| 51.00000 153.00| 100.00000 300.00
REMOVE AND RESET FENCE | | |
0390 609.11 64.000 M | 75.00000 4800.00| 76.00000 4864.00| 120.00000 7680.00
VERTICAL CURB TYPE 1 | | |
0400 609.131 73.000 M | 85.00000 6205.00| 106.00000 7738.00| 120.00000 8760.00
VERTICAL BRIDGE CURB TYPE 1A | | |
0410 609.234 6.000 EA | 150.00000 900.00| 150.00000 900.00| 160.00000 960.00
TERMINAL CURB TYPE 1 - 1.2 METER | | |
0420 609.237 2.000 EA | 300.00000 600.00| 300.00000 600.00| 280.00000 560.00
TERMINAL CURB TYPE 1 - 2.1 METER | | |
0430 610.16 190.000 M3 | 40.00000 7600.00| 40.00000 7600.00| 70.00000 13300.00
HEAVY RIPRAP | | |
0440 610.18 20.000 M3 | 50.00000 1000.00| 50.00000 1000.00| 150.00000 3000.00
STONE DITCH PROTECTION | | |
0450 613.329 10.000 M2 | 25.00000 250.00| 25.00000 250.00| 10.00000 100.00
EXTENDED USE EROSION CONTROL BLANKETS | | |
LETTING DATE : 11/14/01 MAINE DEPARTMENT OF TRANSPORTATION DATE : 12/06/01
PAGE : 4
LOCATION : PRESQUE ISLE TABULATION OF BIDS
CONTRACT ID : 009010.00
=========
====================================================================================================================================
|( 1 ) 000032 |( 2 ) 000272 |( 3 ) 000164
|REED & REED INC. |A & V CONSTRUCTION, CORP. |C P M CONSTRUCTORS
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0460 615.07 12.000 M3 | 30.00000 360.00| 30.00000 360.00| 50.00000 600.00
LOAM | | |
0470 617.381 10.000 M3 | 50.00000 500.00| 50.00000 500.00| 50.00000 500.00
WOOD WASTE EROSION CONTROL MIX | | |
0480 618.1301 3.000 UN | 30.00000 90.00| 30.00000 90.00| 55.00000 165.00
SEEDING METHOD NUMBER 1 - PLAN QUANTITY | | |
0490 618.1411 3.000 UN | 30.00000 90.00| 30.00000 90.00| 45.00000 135.00
SEEDING METHOD NUMBER 3 - PLAN QUANTITY | | |
0500 618.15 4.000 KG | 20.00000 80.00| 20.00000 80.00| 20.00000 80.00
TEMPORARY SEEDING | | |
0510 618.25 1.000 M3 | 100.00000 100.00| 100.00000 100.00| 100.00000 100.00
APPLIED WATER | | |
0520 619.1201 3.000 UN | 40.00000 120.00| 40.00000 120.00| 25.00000 75.00
MULCH - PLAN QUANTITY | | |
0530 621.032 3.000 EA | 225.00000 675.00| 160.00000 480.00| 225.00000 675.00
EVERGREEN TREES (1200 MM - 1500 MM) | | |
GROUP B | | |
0540 621.546 12.000 EA | 85.00000 1020.00| 80.00000 960.00| 85.00000 1020.00
DECIDUOUS SHRUBS (600 MM - 900 MM) | | |
GROUP A | | |
0550 626.22 30.000 M | 60.00000 1800.00| 60.00000 1800.00| 60.00000 1800.00
NON-METALLIC CONDUIT | | |
0560 626.33 2.000 EA | 1100.00000 2200.00| 1200.00000 2400.00| 1100.00000 2200.00
750 MM FOUNDATION | | |
0570 627.71 215.000 M | 4.25000 913.75| 4.00000 860.00| 2.00000 430.00
100 MM WHITE PAVEMENT MARKING LINE | | |
0580 627.73 110.000 M | 8.50000 935.00| 8.00000 880.00| 2.00000 220.00
100 MM YELLOW PAVEMENT MARKING LINE | | |
0590 629.05 40.000 MH | 25.00000 1000.00| 25.00000 1000.00| 25.00000 1000.00
HAND LABOR, STRAIGHT TIME | | |
0600 631.12 30.000 HR | 100.00000 3000.00| 100.00000 3000.00| 100.00000 3000.00
ALL PURPOSE EXCAVATOR (INCLUDING | | |
OPERATOR) | | |
0610 631.13 30.000 HR | 60.00000 1800.00| 75.00000 2250.00| 75.00000 2250.00
BULLDOZER (INCLUDING OPERATOR) | | |
0620 631.14 30.000 HR | 75.00000 2250.00| 100.00000 3000.00| 80.00000 2400.00
GRADER (INCLUDING OPERATOR) | | |
0630 631.15 30.000 HR | 75.00000 2250.00| 75.00000 2250.00| 75.00000 2250.00
ROLLER, EARTH AND BASE COURSE | | |
(INCLUDING OPERATOR) | | |
0640 631.172 30.000 HR | 50.00000 1500.00| 50.00000 1500.00| 50.00000 1500.00
TRUCK - LARGE (INCLUDING OPERATOR) | | |
LETTING DATE : 11/14/01 MAINE DEPARTMENT OF TRANSPORTATION DATE : 12/06/01
PAGE : 5
LOCATION : PRESQUE ISLE TABULATION OF BIDS
CONTRACT ID : 009010.00
=========
====================================================================================================================================
|( 1 ) 000032 |( 2 ) 000272 |( 3 ) 000164
|REED & REED INC. |A & V CONSTRUCTION, CORP. |C P M CONSTRUCTORS
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0650 634.16 LUMP| 6000.00000 6000.00| 6000.00000 6000.00| 6000.00000 6000.00
HIGHWAY LIGHTING | | |
0660 634.21 2.000 EA | 2500.00000 5000.00| 5000.00000 10000.00| 2500.00000 5000.00
CONVENTIONAL LIGHT STANDARD | | |
0670 637.071 LUMP| 5000.00000 5000.00| 6000.00000 6000.00| 8000.00000 8000.00
DUST CONTROL | | |
0680 638.01 LUMP| 4000.00000 4000.00| 5000.00000 5000.00| 4000.00000 4000.00
EMBEDDED WORK IN STRUCTURES | | |
0690 639.19 1.000 EA | 5000.00000 5000.00| 6000.00000 6000.00| 5500.00000 5500.00
FIELD OFFICE TYPE B | | |
0700 652.39 LUMP| 12000.00000 12000.00| 15000.00000 15000.00| 7000.00000 7000.00
WORK ZONE TRAFFIC CONTROL | | |
0710 656.75 LUMP| 15000.00000 15000.00| 5000.00000 5000.00| 5500.00000 5500.00
TEMPORARY SOIL EROSION AND WATER | | |
POLLUTION CONTROL | | |
0720 657.24 1.000 UN | 100.00000 100.00| 100.00000 100.00| 100.00000 100.00
SEEDING PITS | | |
0730 659.10 LUMP| 55000.00000 55000.00| 90000.00000 90000.00| 78000.00000 78000.00
MOBILIZATION | | |
SECTION TOTALS | $ 764,923.75| $ 812,607.50| $ 778,260.00
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0002 WATER MAIN ITEMS - NON.PART.
| | |
0740 403.207 65.000 MG | 100.00000 6500.00| 96.00000 6240.00| 95.00000 6175.00
HOT MIX ASPHALT 19.0 MM NOMINAL MAX SIZ | | |
0750 403.208 43.000 MG | 100.00000 4300.00| 96.00000 4128.00| 95.00000 4085.00
HOT MIX ASPHALT 12.5 MM NOMINAL MAX SIZ | | |
0760 403.209 27.000 MG | 110.00000 2970.00| 100.00000 2700.00| 100.00000 2700.00
HOT MIX ASPHALT 9.5 MM(SIDEWALKS,DRIVES | | |
INCIDENTAL ) | | |
0770 604.166 3.000 EA | 800.00000 2400.00| 700.00000 2100.00| 2000.00000 6000.00
REBUILDING MANHOLE | | |
0780 643.86 1.000 EA | 1600.00000 1600.00| 1500.00000 1500.00| 2000.00000 2000.00
TRAFFIC SIGNAL LOOP DETECTORS | | |
0790 801.16 20.000 M | 175.00000 3500.00| 160.00000 3200.00| 250.00000 5000.00
150 MM SANITARY SEWER | | |
0800 801.17 15.000 M | 200.00000 3000.00| 180.00000 2700.00| 350.00000 5250.00
200 MM PVC SANITARY SEWER (SDR-35) | | |
0810 803.01 100.000 EA | 40.00000 4000.00| 35.00000 3500.00| 300.00000 30000.00
TEST PITS | | |
0820 806.061 15.000 M3 | 20.00000 300.00| 20.00000 300.00| 60.00000 900.00
STRUCTURAL EARTH EXCAVATION | | |
LETTING DATE : 11/14/01 MAINE DEPARTMENT OF TRANSPORTATION DATE : 12/06/01
PAGE : 6
LOCATION : PRESQUE ISLE TABULATION OF BIDS
CONTRACT ID : 009010.00
=========
====================================================================================================================================
|( 1 ) 000032 |( 2 ) 000272 |( 3 ) 000164
|REED & REED INC. |A & V CONSTRUCTION, CORP. |C P M CONSTRUCTORS
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0830 822.34 10.000 M | 225.00000 2250.00| 200.00000 2000.00| 700.00000 7000.00
200 MM CLASS 52 DI PIPE | | |
0840 822.36 150.000 M | 600.00000 90000.00| 550.00000 82500.00| 750.00000 112500.00
300 MM CLASS 52 DI PIPE | | |
0850 823.31 2.000 EA | 1400.00000 2800.00| 1300.00000 2600.00| 2500.00000 5000.00
300 MM GATE VALVE | | |
0860 823.325 1.000 EA | 1000.00000 1000.00| 900.00000 900.00| 2000.00000 2000.00
200 MM GATE VALVE | | |
0870 825.30 15.000 M3 | 225.00000 3375.00| 200.00000 3000.00| 125.00000 1875.00
ROCK EXCAVATION FOR SANITARY SEWER | | |
0880 825.313 5.000 EA | 90.00000 450.00| 80.00000 400.00| 300.00000 1500.00
CURB STOPS - ALL DIAMETERS | | |
0890 825.321 5.000 EA | 150.00000 750.00| 130.00000 650.00| 200.00000 1000.00
CORPORATION STOPS AND TAPS - ALL | | |
DIAMETERS | | |
0900 825.421 50.000 M | 140.00000 7000.00| 130.00000 6500.00| 200.00000 10000.00
COPPER SERVICE PIPE - ALL DIAMETERS | | |
0910 827.33 50.000 M | 22.00000 1100.00| 20.00000 1000.00| 25.00000 1250.00
TRENCH INSULATION | | |
0920 832.00 150.000 M | 15.00000 2250.00| 10.00000 1500.00| 20.00000 3000.00
CLEANING, TESTING AND DISINFECTING | | |
WATER MAINS | | |
SECTION TOTALS | $ 139,545.00| $ 127,418.00| $ 207,235.00
------------------------------------------+----------------------------+----------------------------+-------------------------------
CONTRACT TOTALS | $ 904,468.75| $ 940,025.50| $ 985,495.00
====================================================================================================================================
LETTING DATE : 11/14/01 MAINE DEPARTMENT OF TRANSPORTATION DATE : 12/06/01
PAGE : 7
LOCATION : PRESQUE ISLE TABULATION OF BIDS
CONTRACT ID : 009010.00
=========
====================================================================================================================================
|( 4 ) 000118 |( 5 ) 000010 |( 6 ) 000416
|STETSON & WATSON, J. V. |THOMAS DICENZO, 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
| | |
0005 202.10 85.000 LS | 150000.00000 150000.00| 60000.00000 60000.00| 133000.00000 133000.00
REMOVING EXISTING SUPERSTRUCTURE | | |
(PROPERTY OF CONTRACTOR) | | |
0010 202.12 66.000 M3 | 300.00000 19800.00| 500.00000 33000.00| 330.00000 21780.00
REMOVING EXISTING STRUCTURAL CONCRETE | | |
0020 203.20 570.000 M3 | 12.00000 6840.00| 20.00000 11400.00| 30.00000 17100.00
COMMON EXCAVATION | | |
0030 203.231 85.000 M3 | 30.00000 2550.00| 50.00000 4250.00| 400.00000 34000.00
DISPOSAL OF RIVERBED EXCAVATION | | |
0040 203.25 50.000 M3 | 30.00000 1500.00| 24.00000 1200.00| 65.00000 3250.00
GRANULAR BORROW | | |
0050 206.082 145.000 M3 | 20.00000 2900.00| 20.00000 2900.00| 50.00000 7250.00
STRUCTURAL EARTH EXCAVATION - MAJOR | | |
STRUCTURES | | |
0060 304.10 600.000 M3 | 20.00000 12000.00| 26.00000 15600.00| 28.00000 16800.00
AGGREGATE SUBBASE COURSE - GRAVEL | | |
0070 403.207 121.000 MG | 110.00000 13310.00| 80.00000 9680.00| 95.00000 11495.00
HOT MIX ASPHALT 19.0 MM NOMINAL MAX SIZ | | |
0080 403.208 85.000 MG | 100.00000 8500.00| 80.00000 6800.00| 114.00000 9690.00
HOT MIX ASPHALT 12.5 MM NOMINAL MAX SIZ | | |
0090 403.209 46.000 MG | 100.00000 4600.00| 100.00000 4600.00| 100.00000 4600.00
HOT MIX ASPHALT 9.5 MM(SIDEWALKS,DRIVES | | |
INCIDENTAL ) | | |
0100 502.21 62.000 M3 | 600.00000 37200.00| 700.00000 43400.00| 600.00000 37200.00
STRUCTURAL CONCRETE, ABUTMENTS AND | | |
RETAINING WALLS | | |
0110 502.26 93.000 LS | 150000.00000 150000.00| 90000.00000 90000.00| 130000.00000 130000.00
STRUCTURAL CONCRETE ROADWAY AND | | |
SIDEWALK SLABS ON STEEL BRIDGES | | |
0120 502.31 18.000 LS | 7500.00000 7500.00| 10000.00000 10000.00| 8000.00000 8000.00
STRUCTURAL CONCRETE APPROACH SLABS LS | | |
0130 502.44 14.000 M3 | 1300.00000 18200.00| 1200.00000 16800.00| 1800.00000 25200.00
STRUCTURAL CONCRETE WEARING SURFACE ON | | |
BRIDGES | | |
0140 502.49 23.000 LS | 18000.00000 18000.00| 27600.00000 27600.00| 26000.00000 26000.00
STRUCTURAL CONCRETE CURBS AND SIDEWALKS | | |
0150 502.622 5.000 M2 | 1000.00000 5000.00| 1500.00000 7500.00| 500.00000 2500.00
SUBSTRUCTURE REPAIR - VERTICAL SURFACES | | |
0160 503.12 1665.000 KG | 1.50000 2497.50| 1.00000 1665.00| 0.80000 1332.00
REINFORCING STEEL, FABRICATED AND | | |
DELIVERED | | |
LETTING DATE : 11/14/01 MAINE DEPARTMENT OF TRANSPORTATION DATE : 12/06/01
PAGE : 8
LOCATION : PRESQUE ISLE TABULATION OF BIDS
CONTRACT ID : 009010.00
=========
====================================================================================================================================
|( 4 ) 000118 |( 5 ) 000010 |( 6 ) 000416
|STETSON & WATSON, J. V. |THOMAS DICENZO, INC. |T BUCK CONSTRUCTION INC.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0170 503.13 1665.000 KG | 1.50000 2497.50| 1.25000 2081.25| 0.60000 999.00
REINFORCING STEEL, PLACING | | |
0180 504.70 69000.000 LS | 120000.00000 120000.00| 140000.00000 140000.00| 156000.00000 156000.00
STRUCTURAL STEEL FABRICATED AND | | |
DELIVERED LS | | |
0190 504.71 69000.000 LS | 30000.00000 30000.00| 35000.00000 35000.00| 23000.00000 23000.00
STRUCTURAL STEEL ERECTION LS | | |
0200 505.08 1190.000 LS | 2500.00000 2500.00| 3600.00000 3600.00| 3200.00000 3200.00
SHEAR CONNECTORS LS | | |
0210 507.0811 30.000 LS | 9000.00000 9000.00| 14000.00000 14000.00| 9500.00000 9500.00
STEEL BRIDGE RAILING, 2 BAR LS | | |
0220 507.0831 30.000 LS | 15000.00000 15000.00| 18000.00000 18000.00| 16000.00000 16000.00
STEEL BRIDGE RAILING, 4 BAR LS | | |
0230 512.081 22.000 LS | 1000.00000 1000.00| 1000.00000 1000.00| 1250.00000 1250.00
FRENCH DRAINS | | |
0240 514.06 1.000 EA | 800.00000 800.00| 1000.00000 1000.00| 1500.00000 1500.00
CURING BOX FOR CONCRETE CYLINDERS | | |
0250 515.21 465.000 LS | 1000.00000 1000.00| 2500.00000 2500.00| 1200.00000 1200.00
PROTECTIVE COATING FOR CONCRETE | | |
SURFACES LS | | |
0260 523.08 10.000 EA | 2000.00000 20000.00| 2200.00000 22000.00| 2100.00000 21000.00
ELASTOMERIC BRIDGE BEARING - LAMINATED | | |
0270 526.301 20.000 LS | 2500.00000 2500.00| 3000.00000 3000.00| 3000.00000 3000.00
TEMPORARY CONCRETE BARRIER TYPE I | | |
0280 526.34 4.000 EA | 1000.00000 4000.00| 2500.00000 10000.00| 1600.00000 6400.00
PERMANENT CONCRETE TRANSITION BARRIER | | |
0290 603.169 13.000 M | 75.00000 975.00| 95.00000 1235.00| 130.00000 1690.00
375 MM CULVERT PIPE OPTION III | | |
0300 604.076 2.000 EA | 1000.00000 2000.00| 2000.00000 4000.00| 3500.00000 7000.00
1500 MM CATCH BASIN TYPE A1-C | | |
0310 605.09 40.000 M | 75.00000 3000.00| 70.00000 2800.00| 25.00000 1000.00
150 MM UNDERDRAIN TYPE B | | |
0320 606.1721 4.000 EA | 1300.00000 5200.00| 1400.00000 5600.00| 1550.00000 6200.00
BRIDGE TRANSITION - TYPE 1 | | |
0330 606.265 3.000 EA | 50.00000 150.00| 55.00000 165.00| 50.00000 150.00
TERMINAL END - SINGLE RAIL - GALVANIZED | | |
STEEL | | |
0340 606.35 6.000 EA | 30.00000 180.00| 32.00000 192.00| 30.00000 180.00
GUARDRAIL DELINEATOR POST | | |
0350 606.55 8.000 M | 80.00000 640.00| 90.00000 720.00| 80.00000 640.00
GUARDRAIL TYPE 3 - SINGLE RAIL | | |
LETTING DATE : 11/14/01 MAINE DEPARTMENT OF TRANSPORTATION DATE : 12/06/01
PAGE : 9
LOCATION : PRESQUE ISLE TABULATION OF BIDS
CONTRACT ID : 009010.00
=========
====================================================================================================================================
|( 4 ) 000118 |( 5 ) 000010 |( 6 ) 000416
|STETSON & WATSON, J. V. |THOMAS DICENZO, INC. |T BUCK CONSTRUCTION INC.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0360 606.60 16.000 M | 80.00000 1280.00| 90.00000 1440.00| 80.00000 1280.00
GUARDRAIL TYPE 3 - OVER 4.5 METER RADIU | | |
0370 606.76 1.000 EA | 1500.00000 1500.00| 1650.00000 1650.00| 1500.00000 1500.00
MODIFIED ECCENTRIC LOADER TERMINAL | | |
0380 607.24 3.000 M | 50.00000 150.00| 110.00000 330.00| 100.00000 300.00
REMOVE AND RESET FENCE | | |
0390 609.11 64.000 M | 100.00000 6400.00| 120.00000 7680.00| 85.00000 5440.00
VERTICAL CURB TYPE 1 | | |
0400 609.131 73.000 M | 125.00000 9125.00| 150.00000 10950.00| 150.00000 10950.00
VERTICAL BRIDGE CURB TYPE 1A | | |
0410 609.234 6.000 EA | 150.00000 900.00| 150.00000 900.00| 300.00000 1800.00
TERMINAL CURB TYPE 1 - 1.2 METER | | |
0420 609.237 2.000 EA | 200.00000 400.00| 250.00000 500.00| 1500.00000 3000.00
TERMINAL CURB TYPE 1 - 2.1 METER | | |
0430 610.16 190.000 M3 | 75.00000 14250.00| 85.00000 16150.00| 42.00000 7980.00
HEAVY RIPRAP | | |
0440 610.18 20.000 M3 | 35.00000 700.00| 50.00000 1000.00| 50.00000 1000.00
STONE DITCH PROTECTION | | |
0450 613.329 10.000 M2 | 2.00000 20.00| 10.00000 100.00| 50.00000 500.00
EXTENDED USE EROSION CONTROL BLANKETS | | |
0460 615.07 12.000 M3 | 50.00000 600.00| 45.00000 540.00| 65.00000 780.00
LOAM | | |
0470 617.381 10.000 M3 | 25.00000 250.00| 100.00000 1000.00| 75.00000 750.00
WOOD WASTE EROSION CONTROL MIX | | |
0480 618.1301 3.000 UN | 100.00000 300.00| 100.00000 300.00| 50.00000 150.00
SEEDING METHOD NUMBER 1 - PLAN QUANTITY | | |
0490 618.1411 3.000 UN | 100.00000 300.00| 100.00000 300.00| 75.00000 225.00
SEEDING METHOD NUMBER 3 - PLAN QUANTITY | | |
0500 618.15 4.000 KG | 10.00000 40.00| 12.00000 48.00| 10.00000 40.00
TEMPORARY SEEDING | | |
0510 618.25 1.000 M3 | 35.00000 35.00| 100.00000 100.00| 250.00000 250.00
APPLIED WATER | | |
0520 619.1201 3.000 UN | 50.00000 150.00| 50.00000 150.00| 100.00000 300.00
MULCH - PLAN QUANTITY | | |
0530 621.032 3.000 EA | 100.00000 300.00| 250.00000 750.00| 150.00000 450.00
EVERGREEN TREES (1200 MM - 1500 MM) | | |
GROUP B | | |
0540 621.546 12.000 EA | 25.00000 300.00| 100.00000 1200.00| 100.00000 1200.00
DECIDUOUS SHRUBS (600 MM - 900 MM) | | |
GROUP A | | |
0550 626.22 30.000 M | 60.00000 1800.00| 70.00000 2100.00| 59.00000 1770.00
NON-METALLIC CONDUIT | | |
LETTING DATE : 11/14/01 MAINE DEPARTMENT OF TRANSPORTATION DATE : 12/06/01
PAGE : 10
LOCATION : PRESQUE ISLE TABULATION OF BIDS
CONTRACT ID : 009010.00
=========
====================================================================================================================================
|( 4 ) 000118 |( 5 ) 000010 |( 6 ) 000416
|STETSON & WATSON, J. V. |THOMAS DICENZO, INC. |T BUCK CONSTRUCTION INC.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0560 626.33 2.000 EA | 1100.00000 2200.00| 1300.00000 2600.00| 1000.00000 2000.00
750 MM FOUNDATION | | |
0570 627.71 215.000 M | 5.00000 1075.00| 4.50000 967.50| 4.00000 860.00
100 MM WHITE PAVEMENT MARKING LINE | | |
0580 627.73 110.000 M | 8.50000 935.00| 9.00000 990.00| 8.00000 880.00
100 MM YELLOW PAVEMENT MARKING LINE | | |
0590 629.05 40.000 MH | 30.00000 1200.00| 25.00000 1000.00| 27.00000 1080.00
HAND LABOR, STRAIGHT TIME | | |
0600 631.12 30.000 HR | 80.00000 2400.00| 85.00000 2550.00| 125.00000 3750.00
ALL PURPOSE EXCAVATOR (INCLUDING | | |
OPERATOR) | | |
0610 631.13 30.000 HR | 50.00000 1500.00| 85.00000 2550.00| 65.00000 1950.00
BULLDOZER (INCLUDING OPERATOR) | | |
0620 631.14 30.000 HR | 80.00000 2400.00| 85.00000 2550.00| 120.00000 3600.00
GRADER (INCLUDING OPERATOR) | | |
0630 631.15 30.000 HR | 50.00000 1500.00| 85.00000 2550.00| 55.00000 1650.00
ROLLER, EARTH AND BASE COURSE | | |
(INCLUDING OPERATOR) | | |
0640 631.172 30.000 HR | 50.00000 1500.00| 45.00000 1350.00| 50.00000 1500.00
TRUCK - LARGE (INCLUDING OPERATOR) | | |
0650 634.16 LUMP| 5800.00000 5800.00| 6500.00000 6500.00| 5750.00000 5750.00
HIGHWAY LIGHTING | | |
0660 634.21 2.000 EA | 5000.00000 10000.00| 3000.00000 6000.00| 2450.00000 4900.00
CONVENTIONAL LIGHT STANDARD | | |
0670 637.071 LUMP| 500.00000 500.00| 5000.00000 5000.00| 500.00000 500.00
DUST CONTROL | | |
0680 638.01 LUMP| 4000.00000 4000.00| 5000.00000 5000.00| 4000.00000 4000.00
EMBEDDED WORK IN STRUCTURES | | |
0690 639.19 1.000 EA | 4000.00000 4000.00| 5000.00000 5000.00| 2500.00000 2500.00
FIELD OFFICE TYPE B | | |
0700 652.39 LUMP| 10000.00000 10000.00| 5000.00000 5000.00| 6500.00000 6500.00
WORK ZONE TRAFFIC CONTROL | | |
0710 656.75 LUMP| 10000.00000 10000.00| 20000.00000 20000.00| 4500.00000 4500.00
TEMPORARY SOIL EROSION AND WATER | | |
POLLUTION CONTROL | | |
0720 657.24 1.000 UN | 50.00000 50.00| 100.00000 100.00| 250.00000 250.00
SEEDING PITS | | |
0730 659.10 LUMP| 80000.00000 80000.00| 100000.00000 100000.00| 100000.00000 100000.00
MOBILIZATION | | |
SECTION TOTALS | $ 858,700.00| $ 830,183.75| $ 934,941.00
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0002 WATER MAIN ITEMS - NON.PART.
| | |
LETTING DATE : 11/14/01 MAINE DEPARTMENT OF TRANSPORTATION DATE : 12/06/01
PAGE : 11
LOCATION : PRESQUE ISLE TABULATION OF BIDS
CONTRACT ID : 009010.00
=========
====================================================================================================================================
|( 4 ) 000118 |( 5 ) 000010 |( 6 ) 000416
|STETSON & WATSON, J. V. |THOMAS DICENZO, INC. |T BUCK CONSTRUCTION INC.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0740 403.207 65.000 MG | 100.00000 6500.00| 80.00000 5200.00| 95.00000 6175.00
HOT MIX ASPHALT 19.0 MM NOMINAL MAX SIZ | | |
0750 403.208 43.000 MG | 100.00000 4300.00| 80.00000 3440.00| 95.00000 4085.00
HOT MIX ASPHALT 12.5 MM NOMINAL MAX SIZ | | |
0760 403.209 27.000 MG | 100.00000 2700.00| 100.00000 2700.00| 100.00000 2700.00
HOT MIX ASPHALT 9.5 MM(SIDEWALKS,DRIVES | | |
INCIDENTAL ) | | |
0770 604.166 3.000 EA | 750.00000 2250.00| 1500.00000 4500.00| 300.00000 900.00
REBUILDING MANHOLE | | |
0780 643.86 1.000 EA | 1500.00000 1500.00| 3000.00000 3000.00| 1500.00000 1500.00
TRAFFIC SIGNAL LOOP DETECTORS | | |
0790 801.16 20.000 M | 160.00000 3200.00| 120.00000 2400.00| 155.00000 3100.00
150 MM SANITARY SEWER | | |
0800 801.17 15.000 M | 180.00000 2700.00| 125.00000 1875.00| 210.00000 3150.00
200 MM PVC SANITARY SEWER (SDR-35) | | |
0810 803.01 100.000 EA | 35.00000 3500.00| 500.00000 50000.00| 350.00000 35000.00
TEST PITS | | |
0820 806.061 15.000 M3 | 20.00000 300.00| 26.00000 390.00| 100.00000 1500.00
STRUCTURAL EARTH EXCAVATION | | |
0830 822.34 10.000 M | 200.00000 2000.00| 200.00000 2000.00| 400.00000 4000.00
200 MM CLASS 52 DI PIPE | | |
0840 822.36 150.000 M | 800.00000 120000.00| 800.00000 120000.00| 425.00000 63750.00
300 MM CLASS 52 DI PIPE | | |
0850 823.31 2.000 EA | 1300.00000 2600.00| 1400.00000 2800.00| 1300.00000 2600.00
300 MM GATE VALVE | | |
0860 823.325 1.000 EA | 900.00000 900.00| 1000.00000 1000.00| 750.00000 750.00
200 MM GATE VALVE | | |
0870 825.30 15.000 M3 | 200.00000 3000.00| 200.00000 3000.00| 400.00000 6000.00
ROCK EXCAVATION FOR SANITARY SEWER | | |
0880 825.313 5.000 EA | 100.00000 500.00| 200.00000 1000.00| 200.00000 1000.00
CURB STOPS - ALL DIAMETERS | | |
0890 825.321 5.000 EA | 100.00000 500.00| 250.00000 1250.00| 200.00000 1000.00
CORPORATION STOPS AND TAPS - ALL | | |
DIAMETERS | | |
0900 825.421 50.000 M | 100.00000 5000.00| 95.00000 4750.00| 125.00000 6250.00
COPPER SERVICE PIPE - ALL DIAMETERS | | |
0910 827.33 50.000 M | 100.00000 5000.00| 26.00000 1300.00| 16.50000 825.00
TRENCH INSULATION | | |
0920 832.00 150.000 M | 100.00000 15000.00| 10.00000 1500.00| 5.00000 750.00
CLEANING, TESTING AND DISINFECTING | | |
WATER MAINS | | |
SECTION TOTALS | $ 181,450.00| $ 212,105.00| $ 145,035.00
------------------------------------------+----------------------------+----------------------------+-------------------------------
CONTRACT TOTALS | $ 1,040,150.00| $ 1,042,288.75| $ 1,079,976.00
====================================================================================================================================
LETTING DATE : 11/14/01 MAINE DEPARTMENT OF TRANSPORTATION DATE : 12/06/01
PAGE : 12
LOCATION : PRESQUE ISLE TABULATION OF BIDS
CONTRACT ID : 009010.00
=========
====================================================================================================================================
|( 7 ) 000022 |( ) |( )
|THE LANE CONSTRUCTION CORP. | |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0001 BRIDGE ITEMS
| | |
0005 202.10 85.000 LS | 120000.00000 120000.00| |
REMOVING EXISTING SUPERSTRUCTURE | | |
(PROPERTY OF CONTRACTOR) | | |
0010 202.12 66.000 M3 | 365.00000 24090.00| |
REMOVING EXISTING STRUCTURAL CONCRETE | | |
0020 203.20 570.000 M3 | 18.40000 10488.00| |
COMMON EXCAVATION | | |
0030 203.231 85.000 M3 | 27.60000 2346.00| |
DISPOSAL OF RIVERBED EXCAVATION | | |
0040 203.25 50.000 M3 | 20.00000 1000.00| |
GRANULAR BORROW | | |
0050 206.082 145.000 M3 | 24.00000 3480.00| |
STRUCTURAL EARTH EXCAVATION - MAJOR | | |
STRUCTURES | | |
0060 304.10 600.000 M3 | 22.80000 13680.00| |
AGGREGATE SUBBASE COURSE - GRAVEL | | |
0070 403.207 121.000 MG | 95.00000 11495.00| |
HOT MIX ASPHALT 19.0 MM NOMINAL MAX SIZ | | |
0080 403.208 85.000 MG | 95.00000 8075.00| |
HOT MIX ASPHALT 12.5 MM NOMINAL MAX SIZ | | |
0090 403.209 46.000 MG | 100.00000 4600.00| |
HOT MIX ASPHALT 9.5 MM(SIDEWALKS,DRIVES | | |
INCIDENTAL ) | | |
0100 502.21 62.000 M3 | 480.00000 29760.00| |
STRUCTURAL CONCRETE, ABUTMENTS AND | | |
RETAINING WALLS | | |
0110 502.26 93.000 LS | 200000.00000 200000.00| |
STRUCTURAL CONCRETE ROADWAY AND | | |
SIDEWALK SLABS ON STEEL BRIDGES | | |
0120 502.31 18.000 LS | 10000.00000 10000.00| |
STRUCTURAL CONCRETE APPROACH SLABS LS | | |
0130 502.44 14.000 M3 | 750.00000 10500.00| |
STRUCTURAL CONCRETE WEARING SURFACE ON | | |
BRIDGES | | |
0140 502.49 23.000 LS | 20000.00000 20000.00| |
STRUCTURAL CONCRETE CURBS AND SIDEWALKS | | |
0150 502.622 5.000 M2 | 700.00000 3500.00| |
SUBSTRUCTURE REPAIR - VERTICAL SURFACES | | |
0160 503.12 1665.000 KG | 1.50000 2497.50| |
REINFORCING STEEL, FABRICATED AND | | |
DELIVERED | | |
LETTING DATE : 11/14/01 MAINE DEPARTMENT OF TRANSPORTATION DATE : 12/06/01
PAGE : 13
LOCATION : PRESQUE ISLE TABULATION OF BIDS
CONTRACT ID : 009010.00
=========
====================================================================================================================================
|( 7 ) 000022 |( ) |( )
|THE LANE CONSTRUCTION CORP. | |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0170 503.13 1665.000 KG | 1.50000 2497.50| |
REINFORCING STEEL, PLACING | | |
0180 504.70 69000.000 LS | 180000.00000 180000.00| |
STRUCTURAL STEEL FABRICATED AND | | |
DELIVERED LS | | |
0190 504.71 69000.000 LS | 42000.00000 42000.00| |
STRUCTURAL STEEL ERECTION LS | | |
0200 505.08 1190.000 LS | 6000.00000 6000.00| |
SHEAR CONNECTORS LS | | |
0210 507.0811 30.000 LS | 16000.00000 16000.00| |
STEEL BRIDGE RAILING, 2 BAR LS | | |
0220 507.0831 30.000 LS | 21000.00000 21000.00| |
STEEL BRIDGE RAILING, 4 BAR LS | | |
0230 512.081 22.000 LS | 5000.00000 5000.00| |
FRENCH DRAINS | | |
0240 514.06 1.000 EA | 400.00000 400.00| |
CURING BOX FOR CONCRETE CYLINDERS | | |
0250 515.21 465.000 LS | 7500.00000 7500.00| |
PROTECTIVE COATING FOR CONCRETE | | |
SURFACES LS | | |
0260 523.08 10.000 EA | 2500.00000 25000.00| |
ELASTOMERIC BRIDGE BEARING - LAMINATED | | |
0270 526.301 20.000 LS | 5000.00000 5000.00| |
TEMPORARY CONCRETE BARRIER TYPE I | | |
0280 526.34 4.000 EA | 2500.00000 10000.00| |
PERMANENT CONCRETE TRANSITION BARRIER | | |
0290 603.169 13.000 M | 160.00000 2080.00| |
375 MM CULVERT PIPE OPTION III | | |
0300 604.076 2.000 EA | 2500.00000 5000.00| |
1500 MM CATCH BASIN TYPE A1-C | | |
0310 605.09 40.000 M | 70.00000 2800.00| |
150 MM UNDERDRAIN TYPE B | | |
0320 606.1721 4.000 EA | 765.00000 3060.00| |
BRIDGE TRANSITION - TYPE 1 | | |
0330 606.265 3.000 EA | 35.00000 105.00| |
TERMINAL END - SINGLE RAIL - GALVANIZED | | |
STEEL | | |
0340 606.35 6.000 EA | 30.00000 180.00| |
GUARDRAIL DELINEATOR POST | | |
0350 606.55 8.000 M | 108.00000 864.00| |
GUARDRAIL TYPE 3 - SINGLE RAIL | | |
LETTING DATE : 11/14/01 MAINE DEPARTMENT OF TRANSPORTATION DATE : 12/06/01
PAGE : 14
LOCATION : PRESQUE ISLE TABULATION OF BIDS
CONTRACT ID : 009010.00
=========
====================================================================================================================================
|( 7 ) 000022 |( ) |( )
|THE LANE CONSTRUCTION CORP. | |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0360 606.60 16.000 M | 104.00000 1664.00| |
GUARDRAIL TYPE 3 - OVER 4.5 METER RADIU | | |
0370 606.76 1.000 EA | 1100.00000 1100.00| |
MODIFIED ECCENTRIC LOADER TERMINAL | | |
0380 607.24 3.000 M | 50.00000 150.00| |
REMOVE AND RESET FENCE | | |
0390 609.11 64.000 M | 120.00000 7680.00| |
VERTICAL CURB TYPE 1 | | |
0400 609.131 73.000 M | 120.00000 8760.00| |
VERTICAL BRIDGE CURB TYPE 1A | | |
0410 609.234 6.000 EA | 160.00000 960.00| |
TERMINAL CURB TYPE 1 - 1.2 METER | | |
0420 609.237 2.000 EA | 280.00000 560.00| |
TERMINAL CURB TYPE 1 - 2.1 METER | | |
0430 610.16 190.000 M3 | 60.00000 11400.00| |
HEAVY RIPRAP | | |
0440 610.18 20.000 M3 | 150.00000 3000.00| |
STONE DITCH PROTECTION | | |
0450 613.329 10.000 M2 | 10.00000 100.00| |
EXTENDED USE EROSION CONTROL BLANKETS | | |
0460 615.07 12.000 M3 | 50.00000 600.00| |
LOAM | | |
0470 617.381 10.000 M3 | 50.00000 500.00| |
WOOD WASTE EROSION CONTROL MIX | | |
0480 618.1301 3.000 UN | 100.00000 300.00| |
SEEDING METHOD NUMBER 1 - PLAN QUANTITY | | |
0490 618.1411 3.000 UN | 100.00000 300.00| |
SEEDING METHOD NUMBER 3 - PLAN QUANTITY | | |
0500 618.15 4.000 KG | 20.00000 80.00| |
TEMPORARY SEEDING | | |
0510 618.25 1.000 M3 | 100.00000 100.00| |
APPLIED WATER | | |
0520 619.1201 3.000 UN | 50.00000 150.00| |
MULCH - PLAN QUANTITY | | |
0530 621.032 3.000 EA | 225.00000 675.00| |
EVERGREEN TREES (1200 MM - 1500 MM) | | |
GROUP B | | |
0540 621.546 12.000 EA | 85.00000 1020.00| |
DECIDUOUS SHRUBS (600 MM - 900 MM) | | |
GROUP A | | |
0550 626.22 30.000 M | 59.00000 1770.00| |
NON-METALLIC CONDUIT | | |
LETTING DATE : 11/14/01 MAINE DEPARTMENT OF TRANSPORTATION DATE : 12/06/01
PAGE : 15
LOCATION : PRESQUE ISLE TABULATION OF BIDS
CONTRACT ID : 009010.00
=========
====================================================================================================================================
|( 7 ) 000022 |( ) |( )
|THE LANE CONSTRUCTION CORP. | |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0560 626.33 2.000 EA | 1100.00000 2200.00| |
750 MM FOUNDATION | | |
0570 627.71 215.000 M | 4.10000 881.50| |
100 MM WHITE PAVEMENT MARKING LINE | | |
0580 627.73 110.000 M | 8.20000 902.00| |
100 MM YELLOW PAVEMENT MARKING LINE | | |
0590 629.05 40.000 MH | 24.00000 960.00| |
HAND LABOR, STRAIGHT TIME | | |
0600 631.12 30.000 HR | 100.00000 3000.00| |
ALL PURPOSE EXCAVATOR (INCLUDING | | |
OPERATOR) | | |
0610 631.13 30.000 HR | 75.00000 2250.00| |
BULLDOZER (INCLUDING OPERATOR) | | |
0620 631.14 30.000 HR | 80.00000 2400.00| |
GRADER (INCLUDING OPERATOR) | | |
0630 631.15 30.000 HR | 75.00000 2250.00| |
ROLLER, EARTH AND BASE COURSE | | |
(INCLUDING OPERATOR) | | |
0640 631.172 30.000 HR | 50.00000 1500.00| |
TRUCK - LARGE (INCLUDING OPERATOR) | | |
0650 634.16 LUMP| 5750.00000 5750.00| |
HIGHWAY LIGHTING | | |
0660 634.21 2.000 EA | 2450.00000 4900.00| |
CONVENTIONAL LIGHT STANDARD | | |
0670 637.071 LUMP| 8000.00000 8000.00| |
DUST CONTROL | | |
0680 638.01 LUMP| 3950.00000 3950.00| |
EMBEDDED WORK IN STRUCTURES | | |
0690 639.19 1.000 EA | 9500.00000 9500.00| |
FIELD OFFICE TYPE B | | |
0700 652.39 LUMP| 15000.00000 15000.00| |
WORK ZONE TRAFFIC CONTROL | | |
0710 656.75 LUMP| 25000.00000 25000.00| |
TEMPORARY SOIL EROSION AND WATER | | |
POLLUTION CONTROL | | |
0720 657.24 1.000 UN | 100.00000 100.00| |
SEEDING PITS | | |
0730 659.10 LUMP| 80000.00000 80000.00| |
MOBILIZATION | | |
SECTION TOTALS | $ 1,019,410.50| $ 0.00| $ 0.00
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0002 WATER MAIN ITEMS - NON.PART.
| | |
LETTING DATE : 11/14/01 MAINE DEPARTMENT OF TRANSPORTATION DATE : 12/06/01
PAGE : 16
LOCATION : PRESQUE ISLE TABULATION OF BIDS
CONTRACT ID : 009010.00
=========
====================================================================================================================================
|( 7 ) 000022 |( ) |( )
|THE LANE CONSTRUCTION CORP. | |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0740 403.207 65.000 MG | 95.00000 6175.00| |
HOT MIX ASPHALT 19.0 MM NOMINAL MAX SIZ | | |
0750 403.208 43.000 MG | 95.00000 4085.00| |
HOT MIX ASPHALT 12.5 MM NOMINAL MAX SIZ | | |
0760 403.209 27.000 MG | 100.00000 2700.00| |
HOT MIX ASPHALT 9.5 MM(SIDEWALKS,DRIVES | | |
INCIDENTAL ) | | |
0770 604.166 3.000 EA | 2000.00000 6000.00| |
REBUILDING MANHOLE | | |
0780 643.86 1.000 EA | 2200.00000 2200.00| |
TRAFFIC SIGNAL LOOP DETECTORS | | |
0790 801.16 20.000 M | 250.00000 5000.00| |
150 MM SANITARY SEWER | | |
0800 801.17 15.000 M | 350.00000 5250.00| |
200 MM PVC SANITARY SEWER (SDR-35) | | |
0810 803.01 100.000 EA | 350.00000 35000.00| |
TEST PITS | | |
0820 806.061 15.000 M3 | 75.00000 1125.00| |
STRUCTURAL EARTH EXCAVATION | | |
0830 822.34 10.000 M | 600.00000 6000.00| |
200 MM CLASS 52 DI PIPE | | |
0840 822.36 150.000 M | 690.00000 103500.00| |
300 MM CLASS 52 DI PIPE | | |
0850 823.31 2.000 EA | 2000.00000 4000.00| |
300 MM GATE VALVE | | |
0860 823.325 1.000 EA | 1000.00000 1000.00| |
200 MM GATE VALVE | | |
0870 825.30 15.000 M3 | 150.00000 2250.00| |
ROCK EXCAVATION FOR SANITARY SEWER | | |
0880 825.313 5.000 EA | 250.00000 1250.00| |
CURB STOPS - ALL DIAMETERS | | |
0890 825.321 5.000 EA | 150.00000 750.00| |
CORPORATION STOPS AND TAPS - ALL | | |
DIAMETERS | | |
0900 825.421 50.000 M | 200.00000 10000.00| |
COPPER SERVICE PIPE - ALL DIAMETERS | | |
0910 827.33 50.000 M | 20.00000 1000.00| |
TRENCH INSULATION | | |
0920 832.00 150.000 M | 20.00000 3000.00| |
CLEANING, TESTING AND DISINFECTING | | |
WATER MAINS | | |
SECTION TOTALS | $ 200,285.00| $ 0.00| $ 0.00
------------------------------------------+----------------------------+----------------------------+-------------------------------
CONTRACT TOTALS | $ 1,219,695.50| $ 0.00| $
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