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LETTING DATE : 09/27/00 MAINE DEPARTMENT OF TRANSPORTATION DATE : 12/05/01
PAGE : 1
LOCATION : BRUNSWICK TABULATION OF BIDS
CONTRACT ID : 007564.00
=========
COMPLETION DATE : 09/01/01
PROJECT(S): BH-7564(00)X COUNTIE(S) : CUMBERLAND MAINE STATE DEPTARTMENT OF TRANSPORTATION
A TRUE COPY : __________________________
TITLE : __________________________
CONTRACT DESCRIPTION : SUPERSTRUCTURE REPLACEMENT ATTEST : _______________________________
NOTARY PUBLIC
--------------------------------------------------------------------------------------------------------------------------
TOTAL % OVER
RANK VENDOR NO./NAME BID LOW BID
--------------------------------------------------------------------------------------------------------------------------
1 000063 WYMAN & SIMPSON, INC. $ 294,390.00 100.0000%
2 000164 C P M CONSTRUCTORS $ 309,646.00 105.1822%
3 000054 THE DIAZ CORPORATION $ 317,404.00 107.8175%
4 001175 KEELEY CONSTRUCTION, CO., INC. $ 329,045.00 111.7718%
5 001177 ATLANTIC MECHANICAL, INC. $ 329,127.31 111.7998%
6 000009 BANCROFT CONTRACTING CORP. $ 355,646.00 120.8078%
7 000272 A & V CONSTRUCTION, CORP. $ 381,938.00 129.7388%
8 000416 T BUCK CONSTRUCTION INC. $ 387,411.75 131.5981%
9 000032 REED & REED, INC. $ 421,076.00 143.0334%
====================================================================================================================================
|( 1 ) 000063 |( 2 ) 000164 |( 3 ) 000054
|WYMAN & SIMPSON, INC. |C P M CONSTRUCTORS |THE DIAZ CORPORATION
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0001 BRIDGE AND APPROACHES
| | |
0010 107.27 LUMP| 4000.00000 4000.00| 3000.00000 3000.00| 2000.00000 2000.00
TEMPORARY SOIL EROSION AND WATER | | |
POLLUTION CONTROL | | |
0020 202.10 15.000 LS | 25000.00000 25000.00| 15000.00000 15000.00| 20000.00000 20000.00
REMOVING EXISTING SUPERSTRUCTURE | | |
(PROPERTY OF CONTRACTOR) | | |
0030 203.20 425.000 M3 | 10.00000 4250.00| 11.00000 4675.00| 15.00000 6375.00
COMMON EXCAVATION | | |
0040 203.24 850.000 M3 | 14.00000 11900.00| 17.00000 14450.00| 20.00000 17000.00
COMMON BORROW | | |
0050 203.25 60.000 M3 | 18.00000 1080.00| 25.00000 1500.00| 22.00000 1320.00
GRANULAR BORROW | | |
0060 206.061 30.000 M3 | 25.00000 750.00| 20.00000 600.00| 30.00000 900.00
STRUCTURAL EARTH EXCAVATION - DRAINAGE | | |
AND MINOR STRUCTURES, BELOW GRADE | | |
0070 206.082 55.000 M3 | 30.00000 1650.00| 60.00000 3300.00| 35.00000 1925.00
STRUCTURAL EARTH EXCAVATION - MAJOR | | |
STRUCTURES | | |
LETTING DATE : 09/27/00 MAINE DEPARTMENT OF TRANSPORTATION DATE : 12/05/01
PAGE : 2
LOCATION : BRUNSWICK TABULATION OF BIDS
CONTRACT ID : 007564.00
=========
====================================================================================================================================
|( 1 ) 000063 |( 2 ) 000164 |( 3 ) 000054
|WYMAN & SIMPSON, INC. |C P M CONSTRUCTORS |THE DIAZ CORPORATION
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0080 304.10 750.000 M3 | 18.00000 13500.00| 22.00000 16500.00| 24.00000 18000.00
AGGREGATE SUBBASE COURSE - GRAVEL | | |
0090 403.208 230.000 MG | 95.00000 21850.00| 95.00000 21850.00| 88.00000 20240.00
HOT MIX ASPHALT 12.5 MM NOMINAL MAX SIZ | | |
0100 403.209 14.000 MG | 160.00000 2240.00| 150.00000 2100.00| 150.00000 2100.00
HOT MIX ASPHALT 9.5 MM(SIDEWALKS,DRIVES | | |
INCIDENTAL ) | | |
0110 403.210 15.000 MG | 295.00000 4425.00| 275.00000 4125.00| 275.00000 4125.00
HOT MIX ASPHALT 9.5 MM NOMINAL MAX SIZE | | |
0120 409.15 10.000 L | 54.00000 540.00| 50.00000 500.00| 50.00000 500.00
BITUMINOUS TACK COAT APPLIED | | |
0130 502.21 60.000 M3 | 590.00000 35400.00| 750.00000 45000.00| 700.00000 42000.00
STRUCTURAL CONCRETE, ABUTMENTS AND | | |
RETAINING WALLS | | |
0140 502.25 7.000 LS | 10000.00000 10000.00| 10000.00000 10000.00| 8000.00000 8000.00
STRUCTURAL CONCRETE SUPERSTRUCTURE SLAB | | |
0150 503.12 2200.000 KG | 1.00000 2200.00| 2.00000 4400.00| 2.00000 4400.00
REINFORCING STEEL, FABRICATED AND | | |
DELIVERED | | |
0160 503.13 2200.000 KG | 0.60000 1320.00| 2.00000 4400.00| 1.00000 2200.00
REINFORCING STEEL, PLACING | | |
0170 508.13 80.000 LS | 3150.00000 3150.00| 3000.00000 3000.00| 4000.00000 4000.00
MEMBRANE WATERPROOFING | | |
0180 512.081 21.000 LS | 1200.00000 1200.00| 1000.00000 1000.00| 3000.00000 3000.00
FRENCH DRAINS | | |
0190 514.06 1.000 EA | 700.00000 700.00| 750.00000 750.00| 750.00000 750.00
CURING BOX FOR CONCRETE CYLINDERS | | |
0200 515.21 53.000 LS | 1000.00000 1000.00| 500.00000 500.00| 300.00000 300.00
PROTECTIVE COATING FOR CONCRETE SURFACE | | |
0210 518.21 5.000 M2 | 500.00000 2500.00| 600.00000 3000.00| 1400.00000 7000.00
REHABILITATION OF STRUCTURAL CONCRETE | | |
SUBSTRUCTURE | | |
0220 526.301 70.000 LS | 1500.00000 1500.00| 7500.00000 7500.00| 1200.00000 1200.00
TEMPORARY CONCRETE BARRIER TYPE I | | |
0230 526.321 21.000 LS | 10700.00000 10700.00| 10000.00000 10000.00| 6000.00000 6000.00
PERMANENT CONCRETE BARRIER TYPE III A | | |
0240 535.60 21.000 LS | 60000.00000 60000.00| 56500.00000 56500.00| 57000.00000 57000.00
PRESTRESSED STRUCTURAL CONCRETE SLAB | | |
0250 603.17 45.000 M | 60.00000 2700.00| 50.00000 2250.00| 110.00000 4950.00
450 MM CULVERT PIPE OPTION I | | |
0260 603.19 41.000 M | 80.00000 3280.00| 65.00000 2665.00| 120.00000 4920.00
600 MM CULVERT PIPE OPTION I | | |
LETTING DATE : 09/27/00 MAINE DEPARTMENT OF TRANSPORTATION DATE : 12/05/01
PAGE : 3
LOCATION : BRUNSWICK TABULATION OF BIDS
CONTRACT ID : 007564.00
=========
====================================================================================================================================
|( 1 ) 000063 |( 2 ) 000164 |( 3 ) 000054
|WYMAN & SIMPSON, INC. |C P M CONSTRUCTORS |THE DIAZ CORPORATION
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0270 604.092 2.000 EA | 1850.00000 3700.00| 1600.00000 3200.00| 2000.00000 4000.00
CATCH BASIN TYPE B1-C | | |
0280 606.1721 4.000 EA | 1230.00000 4920.00| 1150.00000 4600.00| 1200.00000 4800.00
BRIDGE TRANSITION - TYPE 1 | | |
0290 606.265 1.000 EA | 25.00000 25.00| 23.00000 23.00| 23.00000 23.00
TERMINAL END - SINGLE RAIL - GALVANIZED | | |
STEEL | | |
0300 606.35 6.000 EA | 24.00000 144.00| 22.00000 132.00| 22.00000 132.00
GUARDRAIL DELINEATOR POST | | |
0310 606.47 1.000 EA | 40.00000 40.00| 36.00000 36.00| 50.00000 50.00
SINGLE WOOD POST | | |
0320 606.55 20.000 M | 49.00000 980.00| 46.00000 920.00| 46.00000 920.00
GUARDRAIL TYPE 3 - SINGLE RAIL | | |
0330 606.78 3.000 EA | 600.00000 1800.00| 600.00000 1800.00| 560.00000 1680.00
LOW VOLUME GUARDRAIL END - TYPE 3 | | |
0340 610.08 10.000 M3 | 60.00000 600.00| 100.00000 1000.00| 50.00000 500.00
PLAIN RIPRAP | | |
0350 613.319 50.000 M2 | 3.00000 150.00| 2.00000 100.00| 3.00000 150.00
TEMPORARY EROSION CONTROL BLANKET | | |
0360 615.07 32.000 M3 | 28.00000 896.00| 45.00000 1440.00| 37.00000 1184.00
LOAM | | |
0370 617.381 90.000 M3 | 27.00000 2430.00| 38.00000 3420.00| 32.00000 2880.00
WOOD WASTE EROSION CONTROL MIX | | |
0380 618.1401 6.000 UN | 85.00000 510.00| 75.00000 450.00| 75.00000 450.00
SEEDING METHOD NUMBER 2 - PLAN QUANTITY | | |
0390 618.25 2.000 M3 | 100.00000 200.00| 100.00000 200.00| 85.00000 170.00
APPLIED WATER | | |
0400 619.1201 6.000 UN | 70.00000 420.00| 65.00000 390.00| 65.00000 390.00
MULCH - PLAN QUANTITY | | |
0410 627.18 10.000 M | 30.00000 300.00| 27.00000 270.00| 27.00000 270.00
300 MM SOLID WHITE PAVEMENT MARK LINE | | |
0420 627.71 350.000 M | 1.50000 525.00| 1.50000 525.00| 1.50000 525.00
100 MM WHITE PAVEMENT MARKING LINE | | |
0430 627.73 175.000 M | 3.00000 525.00| 3.00000 525.00| 3.00000 525.00
100 MM YELLOW PAVEMENT MARKING LINE | | |
0440 629.05 10.000 MH | 22.00000 220.00| 25.00000 250.00| 25.00000 250.00
HAND LABOR, STRAIGHT TIME | | |
0450 631.12 10.000 HR | 85.00000 850.00| 85.00000 850.00| 80.00000 800.00
ALL PURPOSE EXCAVATOR (INCLUDING | | |
OPERATOR) | | |
0460 631.172 10.000 HR | 40.00000 400.00| 45.00000 450.00| 40.00000 400.00
TRUCK - LARGE (INCLUDING OPERATOR) | | |
LETTING DATE : 09/27/00 MAINE DEPARTMENT OF TRANSPORTATION DATE : 12/05/01
PAGE : 4
LOCATION : BRUNSWICK TABULATION OF BIDS
CONTRACT ID : 007564.00
=========
====================================================================================================================================
|( 1 ) 000063 |( 2 ) 000164 |( 3 ) 000054
|WYMAN & SIMPSON, INC. |C P M CONSTRUCTORS |THE DIAZ CORPORATION
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0470 635.14 14.000 M2 | 520.00000 7280.00| 550.00000 7700.00| 800.00000 11200.00
PREFABRICATED CONCRETE MODULAR GRAVITY | | |
WALL | | |
0480 639.18 1.000 EA | 2500.00000 2500.00| 4000.00000 4000.00| 7000.00000 7000.00
FIELD OFFICE TYPE A | | |
0490 652.31 20.000 EA | 45.00000 900.00| 50.00000 1000.00| 50.00000 1000.00
TYPE I BARRICADE | | |
0500 652.312 6.000 EA | 150.00000 900.00| 250.00000 1500.00| 200.00000 1200.00
TYPE III BARRICADE | | |
0510 652.33 20.000 EA | 25.00000 500.00| 50.00000 1000.00| 50.00000 1000.00
DRUM | | |
0520 652.34 20.000 EA | 20.00000 400.00| 20.00000 400.00| 20.00000 400.00
CONE | | |
0530 652.35 30.000 M2 | 110.00000 3300.00| 110.00000 3300.00| 90.00000 2700.00
CONSTRUCTION SIGNS | | |
0540 652.361 120.000 LS | 2500.00000 2500.00| 1000.00000 1000.00| 1000.00000 1000.00
MAINTENANCE OF TRAFFIC CONTROL DEVICES | | |
0550 652.38 40.000 MH | 16.00000 640.00| 15.00000 600.00| 15.00000 600.00
FLAGGER | | |
0560 659.10 LUMP| 29000.00000 29000.00| 30000.00000 30000.00| 31000.00000 31000.00
MOBILIZATION | | |
SECTION TOTALS | $ 294,390.00| $ 309,646.00| $ 317,404.00
------------------------------------------+----------------------------+----------------------------+-------------------------------
CONTRACT TOTALS | $ 294,390.00| $ 309,646.00| $ 317,404.00
====================================================================================================================================
LETTING DATE : 09/27/00 MAINE DEPARTMENT OF TRANSPORTATION DATE : 12/05/01
PAGE : 5
LOCATION : BRUNSWICK TABULATION OF BIDS
CONTRACT ID : 007564.00
=========
====================================================================================================================================
|( 4 ) 001175 |( 5 ) 001177 |( 6 ) 000009
|KEELEY CONSTR., CO., INC. |ATLANTIC MECHANICAL, INC. |BANCROFT CONTRACTING CORP.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0001 BRIDGE AND APPROACHES
| | |
0010 107.27 LUMP| 2000.00000 2000.00| 6940.00000 6940.00| 5450.00000 5450.00
TEMPORARY SOIL EROSION AND WATER | | |
POLLUTION CONTROL | | |
0020 202.10 15.000 LS | 25000.00000 25000.00| 8550.00000 8550.00| 15885.00000 15885.00
REMOVING EXISTING SUPERSTRUCTURE | | |
(PROPERTY OF CONTRACTOR) | | |
0030 203.20 425.000 M3 | 15.00000 6375.00| 22.80000 9690.00| 14.00000 5950.00
COMMON EXCAVATION | | |
0040 203.24 850.000 M3 | 20.00000 17000.00| 16.62000 14127.00| 18.50000 15725.00
COMMON BORROW | | |
0050 203.25 60.000 M3 | 30.00000 1800.00| 24.00000 1440.00| 25.50000 1530.00
GRANULAR BORROW | | |
0060 206.061 30.000 M3 | 40.00000 1200.00| 31.25000 937.50| 30.00000 900.00
STRUCTURAL EARTH EXCAVATION - DRAINAGE | | |
AND MINOR STRUCTURES, BELOW GRADE | | |
0070 206.082 55.000 M3 | 50.00000 2750.00| 31.25000 1718.75| 42.50000 2337.50
STRUCTURAL EARTH EXCAVATION - MAJOR | | |
STRUCTURES | | |
0080 304.10 750.000 M3 | 20.00000 15000.00| 27.74000 20805.00| 31.85000 23887.50
AGGREGATE SUBBASE COURSE - GRAVEL | | |
0090 403.208 230.000 MG | 90.00000 20700.00| 110.00000 25300.00| 110.00000 25300.00
HOT MIX ASPHALT 12.5 MM NOMINAL MAX SIZ | | |
0100 403.209 14.000 MG | 150.00000 2100.00| 206.25000 2887.50| 165.00000 2310.00
HOT MIX ASPHALT 9.5 MM(SIDEWALKS,DRIVES | | |
INCIDENTAL ) | | |
0110 403.210 15.000 MG | 275.00000 4125.00| 165.00000 2475.00| 165.00000 2475.00
HOT MIX ASPHALT 9.5 MM NOMINAL MAX SIZE | | |
0120 409.15 10.000 L | 50.00000 500.00| 2.50000 25.00| 2.50000 25.00
BITUMINOUS TACK COAT APPLIED | | |
0130 502.21 60.000 M3 | 645.00000 38700.00| 443.75000 26625.00| 495.00000 29700.00
STRUCTURAL CONCRETE, ABUTMENTS AND | | |
RETAINING WALLS | | |
0140 502.25 7.000 LS | 10000.00000 10000.00| 19635.00000 19635.00| 10500.00000 10500.00
STRUCTURAL CONCRETE SUPERSTRUCTURE SLAB | | |
0150 503.12 2200.000 KG | 1.00000 2200.00| 1.20000 2640.00| 0.85000 1870.00
REINFORCING STEEL, FABRICATED AND | | |
DELIVERED | | |
0160 503.13 2200.000 KG | 1.00000 2200.00| 1.13000 2486.00| 1.40000 3080.00
REINFORCING STEEL, PLACING | | |
LETTING DATE : 09/27/00 MAINE DEPARTMENT OF TRANSPORTATION DATE : 12/05/01
PAGE : 6
LOCATION : BRUNSWICK TABULATION OF BIDS
CONTRACT ID : 007564.00
=========
====================================================================================================================================
|( 4 ) 001175 |( 5 ) 001177 |( 6 ) 000009
|KEELEY CONSTR., CO., INC. |ATLANTIC MECHANICAL, INC. |BANCROFT CONTRACTING CORP.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0170 508.13 80.000 LS | 5000.00000 5000.00| 7488.00000 7488.00| 3220.00000 3220.00
MEMBRANE WATERPROOFING | | |
0180 512.081 21.000 LS | 4000.00000 4000.00| 1625.00000 1625.00| 1300.00000 1300.00
FRENCH DRAINS | | |
0190 514.06 1.000 EA | 1000.00000 1000.00| 500.00000 500.00| 600.00000 600.00
CURING BOX FOR CONCRETE CYLINDERS | | |
0200 515.21 53.000 LS | 500.00000 500.00| 750.00000 750.00| 250.00000 250.00
PROTECTIVE COATING FOR CONCRETE SURFACE | | |
0210 518.21 5.000 M2 | 1500.00000 7500.00| 1357.50000 6787.50| 560.00000 2800.00
REHABILITATION OF STRUCTURAL CONCRETE | | |
SUBSTRUCTURE | | |
0220 526.301 70.000 LS | 4000.00000 4000.00| 5625.00000 5625.00| 4550.00000 4550.00
TEMPORARY CONCRETE BARRIER TYPE I | | |
0230 526.321 21.000 LS | 8000.00000 8000.00| 6302.50000 6302.50| 9525.00000 9525.00
PERMANENT CONCRETE BARRIER TYPE III A | | |
0240 535.60 21.000 LS | 65000.00000 65000.00| 67375.00000 67375.00| 58000.00000 58000.00
PRESTRESSED STRUCTURAL CONCRETE SLAB | | |
0250 603.17 45.000 M | 100.00000 4500.00| 92.93000 4181.85| 130.00000 5850.00
450 MM CULVERT PIPE OPTION I | | |
0260 603.19 41.000 M | 110.00000 4510.00| 143.56000 5885.96| 155.00000 6355.00
600 MM CULVERT PIPE OPTION I | | |
0270 604.092 2.000 EA | 1500.00000 3000.00| 925.00000 1850.00| 3100.00000 6200.00
CATCH BASIN TYPE B1-C | | |
0280 606.1721 4.000 EA | 1500.00000 6000.00| 1562.50000 6250.00| 1260.00000 5040.00
BRIDGE TRANSITION - TYPE 1 | | |
0290 606.265 1.000 EA | 50.00000 50.00| 62.50000 62.50| 26.00000 26.00
TERMINAL END - SINGLE RAIL - GALVANIZED | | |
STEEL | | |
0300 606.35 6.000 EA | 50.00000 300.00| 43.75000 262.50| 25.00000 150.00
GUARDRAIL DELINEATOR POST | | |
0310 606.47 1.000 EA | 50.00000 50.00| 56.25000 56.25| 40.00000 40.00
SINGLE WOOD POST | | |
0320 606.55 20.000 M | 50.00000 1000.00| 87.50000 1750.00| 50.50000 1010.00
GUARDRAIL TYPE 3 - SINGLE RAIL | | |
0330 606.78 3.000 EA | 600.00000 1800.00| 1062.50000 3187.50| 620.00000 1860.00
LOW VOLUME GUARDRAIL END - TYPE 3 | | |
0340 610.08 10.000 M3 | 45.00000 450.00| 62.50000 625.00| 100.00000 1000.00
PLAIN RIPRAP | | |
0350 613.319 50.000 M2 | 6.00000 300.00| 2.50000 125.00| 4.00000 200.00
TEMPORARY EROSION CONTROL BLANKET | | |
0360 615.07 32.000 M3 | 45.00000 1440.00| 43.75000 1400.00| 55.00000 1760.00
LOAM | | |
LETTING DATE : 09/27/00 MAINE DEPARTMENT OF TRANSPORTATION DATE : 12/05/01
PAGE : 7
LOCATION : BRUNSWICK TABULATION OF BIDS
CONTRACT ID : 007564.00
=========
====================================================================================================================================
|( 4 ) 001175 |( 5 ) 001177 |( 6 ) 000009
|KEELEY CONSTR., CO., INC. |ATLANTIC MECHANICAL, INC. |BANCROFT CONTRACTING CORP.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0370 617.381 90.000 M3 | 18.00000 1620.00| 37.50000 3375.00| 45.00000 4050.00
WOOD WASTE EROSION CONTROL MIX | | |
0380 618.1401 6.000 UN | 100.00000 600.00| 75.00000 450.00| 90.00000 540.00
SEEDING METHOD NUMBER 2 - PLAN QUANTITY | | |
0390 618.25 2.000 M3 | 300.00000 600.00| 125.00000 250.00| 85.00000 170.00
APPLIED WATER | | |
0400 619.1201 6.000 UN | 100.00000 600.00| 65.00000 390.00| 70.00000 420.00
MULCH - PLAN QUANTITY | | |
0410 627.18 10.000 M | 30.00000 300.00| 32.80000 328.00| 30.00000 300.00
300 MM SOLID WHITE PAVEMENT MARK LINE | | |
0420 627.71 350.000 M | 2.00000 700.00| 1.64000 574.00| 1.45000 507.50
100 MM WHITE PAVEMENT MARKING LINE | | |
0430 627.73 175.000 M | 3.00000 525.00| 3.28000 574.00| 2.90000 507.50
100 MM YELLOW PAVEMENT MARKING LINE | | |
0440 629.05 10.000 MH | 25.00000 250.00| 37.50000 375.00| 25.00000 250.00
HAND LABOR, STRAIGHT TIME | | |
0450 631.12 10.000 HR | 60.00000 600.00| 87.50000 875.00| 120.00000 1200.00
ALL PURPOSE EXCAVATOR (INCLUDING | | |
OPERATOR) | | |
0460 631.172 10.000 HR | 30.00000 300.00| 56.25000 562.50| 50.00000 500.00
TRUCK - LARGE (INCLUDING OPERATOR) | | |
0470 635.14 14.000 M2 | 650.00000 9100.00| 640.00000 8960.00| 850.00000 11900.00
PREFABRICATED CONCRETE MODULAR GRAVITY | | |
WALL | | |
0480 639.18 1.000 EA | 2000.00000 2000.00| 5000.00000 5000.00| 6750.00000 6750.00
FIELD OFFICE TYPE A | | |
0490 652.31 20.000 EA | 50.00000 1000.00| 56.25000 1125.00| 80.00000 1600.00
TYPE I BARRICADE | | |
0500 652.312 6.000 EA | 200.00000 1200.00| 250.00000 1500.00| 385.00000 2310.00
TYPE III BARRICADE | | |
0510 652.33 20.000 EA | 50.00000 1000.00| 50.00000 1000.00| 75.00000 1500.00
DRUM | | |
0520 652.34 20.000 EA | 20.00000 400.00| 17.75000 355.00| 20.00000 400.00
CONE | | |
0530 652.35 30.000 M2 | 120.00000 3600.00| 81.25000 2437.50| 180.00000 5400.00
CONSTRUCTION SIGNS | | |
0540 652.361 120.000 LS | 2000.00000 2000.00| 1875.00000 1875.00| 6000.00000 6000.00
MAINTENANCE OF TRAFFIC CONTROL DEVICES | | |
0550 652.38 40.000 MH | 15.00000 600.00| 18.75000 750.00| 17.00000 680.00
FLAGGER | | |
0560 659.10 LUMP| 32000.00000 32000.00| 30000.00000 30000.00| 54000.00000 54000.00
MOBILIZATION | | |
SECTION TOTALS | $ 329,045.00| $ 329,127.31| $ 355,646.00
------------------------------------------+----------------------------+----------------------------+-------------------------------
CONTRACT TOTALS | $ 329,045.00| $ 329,127.31| $ 355,646.00
====================================================================================================================================
LETTING DATE : 09/27/00 MAINE DEPARTMENT OF TRANSPORTATION DATE : 12/05/01
PAGE : 8
LOCATION : BRUNSWICK TABULATION OF BIDS
CONTRACT ID : 007564.00
=========
====================================================================================================================================
|( 7 ) 000272 |( 8 ) 000416 |( 9 ) 000032
|A & V CONSTRUCTION, CORP. |T BUCK CONSTRUCTION INC. |REED & REED INC.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0001 BRIDGE AND APPROACHES
| | |
0010 107.27 LUMP| 3690.00000 3690.00| 8800.00000 8800.00| 5000.00000 5000.00
TEMPORARY SOIL EROSION AND WATER | | |
POLLUTION CONTROL | | |
0020 202.10 15.000 LS | 11000.00000 11000.00| 17000.00000 17000.00| 20000.00000 20000.00
REMOVING EXISTING SUPERSTRUCTURE | | |
(PROPERTY OF CONTRACTOR) | | |
0030 203.20 425.000 M3 | 11.00000 4675.00| 16.00000 6800.00| 30.00000 12750.00
COMMON EXCAVATION | | |
0040 203.24 850.000 M3 | 25.00000 21250.00| 18.00000 15300.00| 30.00000 25500.00
COMMON BORROW | | |
0050 203.25 60.000 M3 | 37.00000 2220.00| 33.00000 1980.00| 30.00000 1800.00
GRANULAR BORROW | | |
0060 206.061 30.000 M3 | 38.00000 1140.00| 27.00000 810.00| 24.00000 720.00
STRUCTURAL EARTH EXCAVATION - DRAINAGE | | |
AND MINOR STRUCTURES, BELOW GRADE | | |
0070 206.082 55.000 M3 | 34.00000 1870.00| 50.00000 2750.00| 24.00000 1320.00
STRUCTURAL EARTH EXCAVATION - MAJOR | | |
STRUCTURES | | |
0080 304.10 750.000 M3 | 46.00000 34500.00| 36.00000 27000.00| 30.00000 22500.00
AGGREGATE SUBBASE COURSE - GRAVEL | | |
0090 403.208 230.000 MG | 88.00000 20240.00| 103.00000 23690.00| 90.00000 20700.00
HOT MIX ASPHALT 12.5 MM NOMINAL MAX SIZ | | |
0100 403.209 14.000 MG | 150.00000 2100.00| 150.00000 2100.00| 150.00000 2100.00
HOT MIX ASPHALT 9.5 MM(SIDEWALKS,DRIVES | | |
INCIDENTAL ) | | |
0110 403.210 15.000 MG | 275.00000 4125.00| 150.00000 2250.00| 275.00000 4125.00
HOT MIX ASPHALT 9.5 MM NOMINAL MAX SIZE | | |
0120 409.15 10.000 L | 50.00000 500.00| 2.00000 20.00| 50.00000 500.00
BITUMINOUS TACK COAT APPLIED | | |
0130 502.21 60.000 M3 | 938.00000 56280.00| 625.00000 37500.00| 1500.00000 90000.00
STRUCTURAL CONCRETE, ABUTMENTS AND | | |
RETAINING WALLS | | |
0140 502.25 7.000 LS | 7800.00000 7800.00| 7850.00000 7850.00| 15000.00000 15000.00
STRUCTURAL CONCRETE SUPERSTRUCTURE SLAB | | |
0150 503.12 2200.000 KG | 1.60000 3520.00| 1.25000 2750.00| 1.00000 2200.00
REINFORCING STEEL, FABRICATED AND | | |
DELIVERED | | |
0160 503.13 2200.000 KG | 3.00000 6600.00| 0.70000 1540.00| 2.50000 5500.00
REINFORCING STEEL, PLACING | | |
LETTING DATE : 09/27/00 MAINE DEPARTMENT OF TRANSPORTATION DATE : 12/05/01
PAGE : 9
LOCATION : BRUNSWICK TABULATION OF BIDS
CONTRACT ID : 007564.00
=========
====================================================================================================================================
|( 7 ) 000272 |( 8 ) 000416 |( 9 ) 000032
|A & V CONSTRUCTION, CORP. |T BUCK CONSTRUCTION INC. |REED & REED INC.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0170 508.13 80.000 LS | 2975.00000 2975.00| 6600.00000 6600.00| 4000.00000 4000.00
MEMBRANE WATERPROOFING | | |
0180 512.081 21.000 LS | 1440.00000 1440.00| 3850.00000 3850.00| 2500.00000 2500.00
FRENCH DRAINS | | |
0190 514.06 1.000 EA | 543.00000 543.00| 900.00000 900.00| 750.00000 750.00
CURING BOX FOR CONCRETE CYLINDERS | | |
0200 515.21 53.000 LS | 508.00000 508.00| 1550.00000 1550.00| 750.00000 750.00
PROTECTIVE COATING FOR CONCRETE SURFACE | | |
0210 518.21 5.000 M2 | 1260.00000 6300.00| 1400.00000 7000.00| 600.00000 3000.00
REHABILITATION OF STRUCTURAL CONCRETE | | |
SUBSTRUCTURE | | |
0220 526.301 70.000 LS | 5510.00000 5510.00| 11000.00000 11000.00| 5000.00000 5000.00
TEMPORARY CONCRETE BARRIER TYPE I | | |
0230 526.321 21.000 LS | 15200.00000 15200.00| 8000.00000 8000.00| 12000.00000 12000.00
PERMANENT CONCRETE BARRIER TYPE III A | | |
0240 535.60 21.000 LS | 62400.00000 62400.00| 62000.00000 62000.00| 65000.00000 65000.00
PRESTRESSED STRUCTURAL CONCRETE SLAB | | |
0250 603.17 45.000 M | 114.00000 5130.00| 103.00000 4635.00| 130.00000 5850.00
450 MM CULVERT PIPE OPTION I | | |
0260 603.19 41.000 M | 136.00000 5576.00| 115.00000 4715.00| 150.00000 6150.00
600 MM CULVERT PIPE OPTION I | | |
0270 604.092 2.000 EA | 1630.00000 3260.00| 1900.00000 3800.00| 1800.00000 3600.00
CATCH BASIN TYPE B1-C | | |
0280 606.1721 4.000 EA | 3570.00000 14280.00| 1400.00000 5600.00| 1200.00000 4800.00
BRIDGE TRANSITION - TYPE 1 | | |
0290 606.265 1.000 EA | 86.00000 86.00| 50.00000 50.00| 23.00000 23.00
TERMINAL END - SINGLE RAIL - GALVANIZED | | |
STEEL | | |
0300 606.35 6.000 EA | 40.00000 240.00| 25.00000 150.00| 22.00000 132.00
GUARDRAIL DELINEATOR POST | | |
0310 606.47 1.000 EA | 104.00000 104.00| 30.00000 30.00| 36.00000 36.00
SINGLE WOOD POST | | |
0320 606.55 20.000 M | 66.00000 1320.00| 118.00000 2360.00| 46.00000 920.00
GUARDRAIL TYPE 3 - SINGLE RAIL | | |
0330 606.78 3.000 EA | 801.00000 2403.00| 700.00000 2100.00| 600.00000 1800.00
LOW VOLUME GUARDRAIL END - TYPE 3 | | |
0340 610.08 10.000 M3 | 64.00000 640.00| 65.00000 650.00| 120.00000 1200.00
PLAIN RIPRAP | | |
0350 613.319 50.000 M2 | 2.90000 145.00| 9.00000 450.00| 10.00000 500.00
TEMPORARY EROSION CONTROL BLANKET | | |
0360 615.07 32.000 M3 | 55.00000 1760.00| 54.00000 1728.00| 40.00000 1280.00
LOAM | | |
LETTING DATE : 09/27/00 MAINE DEPARTMENT OF TRANSPORTATION DATE : 12/05/01
PAGE : 10
LOCATION : BRUNSWICK TABULATION OF BIDS
CONTRACT ID : 007564.00
=========
====================================================================================================================================
|( 7 ) 000272 |( 8 ) 000416 |( 9 ) 000032
|A & V CONSTRUCTION, CORP. |T BUCK CONSTRUCTION INC. |REED & REED INC.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0370 617.381 90.000 M3 | 44.00000 3960.00| 68.00000 6120.00| 50.00000 4500.00
WOOD WASTE EROSION CONTROL MIX | | |
0380 618.1401 6.000 UN | 114.00000 684.00| 75.00000 450.00| 75.00000 450.00
SEEDING METHOD NUMBER 2 - PLAN QUANTITY | | |
0390 618.25 2.000 M3 | 27.00000 54.00| 250.00000 500.00| 50.00000 100.00
APPLIED WATER | | |
0400 619.1201 6.000 UN | 100.00000 600.00| 50.00000 300.00| 65.00000 390.00
MULCH - PLAN QUANTITY | | |
0410 627.18 10.000 M | 42.00000 420.00| 26.50000 265.00| 28.00000 280.00
300 MM SOLID WHITE PAVEMENT MARK LINE | | |
0420 627.71 350.000 M | 2.00000 700.00| 1.25000 437.50| 1.50000 525.00
100 MM WHITE PAVEMENT MARKING LINE | | |
0430 627.73 175.000 M | 4.00000 700.00| 2.75000 481.25| 3.00000 525.00
100 MM YELLOW PAVEMENT MARKING LINE | | |
0440 629.05 10.000 MH | 25.00000 250.00| 19.00000 190.00| 25.00000 250.00
HAND LABOR, STRAIGHT TIME | | |
0450 631.12 10.000 HR | 117.00000 1170.00| 80.00000 800.00| 75.00000 750.00
ALL PURPOSE EXCAVATOR (INCLUDING | | |
OPERATOR) | | |
0460 631.172 10.000 HR | 60.00000 600.00| 40.00000 400.00| 50.00000 500.00
TRUCK - LARGE (INCLUDING OPERATOR) | | |
0470 635.14 14.000 M2 | 388.00000 5432.00| 640.00000 8960.00| 1200.00000 16800.00
PREFABRICATED CONCRETE MODULAR GRAVITY | | |
WALL | | |
0480 639.18 1.000 EA | 4530.00000 4530.00| 3250.00000 3250.00| 6000.00000 6000.00
FIELD OFFICE TYPE A | | |
0490 652.31 20.000 EA | 87.00000 1740.00| 75.00000 1500.00| 50.00000 1000.00
TYPE I BARRICADE | | |
0500 652.312 6.000 EA | 358.00000 2148.00| 175.00000 1050.00| 150.00000 900.00
TYPE III BARRICADE | | |
0510 652.33 20.000 EA | 94.00000 1880.00| 60.00000 1200.00| 50.00000 1000.00
DRUM | | |
0520 652.34 20.000 EA | 24.00000 480.00| 20.00000 400.00| 25.00000 500.00
CONE | | |
0530 652.35 30.000 M2 | 141.00000 4230.00| 110.00000 3300.00| 200.00000 6000.00
CONSTRUCTION SIGNS | | |
0540 652.361 120.000 LS | 2150.00000 2150.00| 8900.00000 8900.00| 6000.00000 6000.00
MAINTENANCE OF TRAFFIC CONTROL DEVICES | | |
0550 652.38 40.000 MH | 22.00000 880.00| 15.00000 600.00| 15.00000 600.00
FLAGGER | | |
0560 659.10 LUMP| 38000.00000 38000.00| 63000.00000 63000.00| 25000.00000 25000.00
MOBILIZATION | | |
SECTION TOTALS | $ 381,938.00| $ 387,411.75| $ 421,076.00
------------------------------------------+----------------------------+----------------------------+-------------------------------
CONTRACT TOTALS | $ 381,938.00| $ 387,411.75| $ 421,076.00
====================================================================================================================================