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LETTING DATE : 12/18/02 MAINE DEPARTMENT OF TRANSPORTATION DATE : 10/15/03
PAGE : 1
COUNTIE(S): YORK TABULATION OF BIDS
CONTRACT ID : 008967.00 COMPLETION DATE : 10/31/03
=========
PROJECT(S): STP-8967(00)X LOCATION(S): SACO MAINE STATE DEPARTMENT OF TRANSPORTATION
A TRUE COPY : __________________________
TITLE : __________________________
ATTEST : ____________________________ CONTRACT DESCRIPTION : BRIDGE REHABILITATION NOTARY PUBLIC
--------------------------------------------------------------------------------------------------------------------------
TOTAL % OVER
RANK VENDOR NO./NAME BID LOW BID
--------------------------------------------------------------------------------------------------------------------------
1 000272 A & V CONSTRUCTION, CORP. $ 342,452.25 100.0000%
2 000416 T BUCK CONSTRUCTION INC. $ 374,834.75 109.4561%
3 000063 WYMAN & SIMPSON, INC. $ 424,465.00 123.9487%
4 000032 REED & REED, INC. $ 456,147.50 133.2003%
5 000768 MOORES MARINE CONSTRUCTION, CORP. $ 567,637.35 165.7566%
====================================================================================================================================
|( 1 ) 000272 |( 2 ) 000416 |( 3 ) 000063
|A & V CONSTRUCTION, CORP. |T BUCK CONSTRUCTION INC. |WYMAN & SIMPSON, INC.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0001 BRIDGE ITEMS
| | |
0010 202.19 350.000 LS | 25000.00000 25000.00| 50500.00000 50500.00| 95000.00000 95000.00
REMOVING EXISTING BRIDGE | | |
0020 203.20 625.000 M3 | 10.00000 6250.00| 9.50000 5937.50| 14.00000 8750.00
COMMON EXCAVATION | | |
0030 203.24 10.000 M3 | 20.00000 200.00| 36.55000 365.50| 15.00000 150.00
COMMON BORROW | | |
0040 203.26 245.000 M3 | 30.00000 7350.00| 30.00000 7350.00| 20.00000 4900.00
GRAVEL BORROW | | |
0050 204.41 93.000 M2 | 20.00000 1860.00| 50.00000 4650.00| 25.00000 2325.00
REHABILITATION OF EXISTING SHOULDERS, | | |
PLAN QUANTITY | | |
0060 206.092 10.000 M3 | 300.00000 3000.00| 200.00000 2000.00| 250.00000 2500.00
STRUCTURAL ROCK EXCAVATION - MAJOR | | |
STRUCTURES | | |
0070 304.10 550.000 M3 | 20.00000 11000.00| 24.50000 13475.00| 21.80000 11990.00
AGGREGATE SUBBASE COURSE - GRAVEL | | |
0080 403.208 80.000 MG | 115.00000 9200.00| 115.00000 9200.00| 123.00000 9840.00
HOT MIX ASPHALT 12.5 MM, SURFACE | | |
0090 403.213 83.000 MG | 115.00000 9545.00| 115.00000 9545.00| 123.00000 10209.00
HOT MIX ASPHALT 12.5 MM, BASE | | |
0100 409.15 20.000 L | 30.00000 600.00| 30.00000 600.00| 32.00000 640.00
BITUMINOUS TACK COAT APPLIED | | |
LETTING DATE : 12/18/02 MAINE DEPARTMENT OF TRANSPORTATION DATE : 10/15/03
PAGE : 2
COUNTIE(S): YORK TABULATION OF BIDS
CONTRACT ID : 008967.00
=========
====================================================================================================================================
|( 1 ) 000272 |( 2 ) 000416 |( 3 ) 000063
|A & V CONSTRUCTION, CORP. |T BUCK CONSTRUCTION INC. |WYMAN & SIMPSON, INC.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0110 502.21 65.000 M3 | 300.00000 19500.00| 300.00000 19500.00| 550.00000 35750.00
STRUCTURAL CONCRETE, ABUTMENTS AND | | |
RETAINING WALLS | | |
0120 502.40 10.000 M3 | 700.00000 7000.00| 1850.00000 18500.00| 1350.00000 13500.00
STRUCTURAL CONCRETE BOX CULVERTS | | |
0130 503.12 1055.000 KG | 0.75000 791.25| 0.75000 791.25| 1.20000 1266.00
REINFORCING STEEL, FABRICATED AND | | |
DELIVERED | | |
0140 503.13 1055.000 KG | 2.00000 2110.00| 1.50000 1582.50| 0.60000 633.00
REINFORCING STEEL, PLACING | | |
0150 508.13 50.000 LS | 1400.00000 1400.00| 2000.00000 2000.00| 1300.00000 1300.00
MEMBRANE WATERPROOFING | | |
0160 511.07 LUMP| 5500.00000 5500.00| 11500.00000 11500.00| 7500.00000 7500.00
COFFERDAM: ABUT.#1 | | |
0170 511.07 LUMP| 5500.00000 5500.00| 9500.00000 9500.00| 7500.00000 7500.00
COFFERDAM: ABUT.#2 | | |
0180 512.081 24.000 LS | 1400.00000 1400.00| 3000.00000 3000.00| 1800.00000 1800.00
FRENCH DRAINS | | |
0190 514.06 1.000 EA | 400.00000 400.00| 800.00000 800.00| 700.00000 700.00
CURING BOX FOR CONCRETE CYLINDERS | | |
0200 526.301 25.000 LS | 1100.00000 1100.00| 4000.00000 4000.00| 1800.00000 1800.00
TEMPORARY CONCRETE BARRIER TYPE I | | |
0210 534.70 32.500 LS | 97600.00000 97600.00| 62000.00000 62000.00| 75000.00000 75000.00
PRECAST STRUCTURAL CONCRETE ARCH | | |
0220 606.17 8.000 M | 45.00000 360.00| 45.00000 360.00| 48.00000 384.00
GUARDRAIL TYPE 3B - SINGLE RAIL | | |
0230 606.178 35.000 M | 13.00000 455.00| 15.00000 525.00| 14.00000 490.00
GUARDRAIL BEAM | | |
0240 606.265 2.000 EA | 26.00000 52.00| 26.00000 52.00| 28.00000 56.00
TERMINAL END - SINGLE RAIL - GALVANIZED | | |
STEEL | | |
0250 606.35 7.000 EA | 23.00000 161.00| 23.00000 161.00| 25.00000 175.00
GUARDRAIL DELINEATOR POST | | |
0260 606.361 107.000 M | 23.00000 2461.00| 23.00000 2461.00| 25.00000 2675.00
GUARDRAIL REMOVE AND RESET TYPE 3B | | |
0270 606.367 6.000 EA | 22.00000 132.00| 30.00000 180.00| 24.00000 144.00
REPLACE UNUSABLE EXISTING GUARDRAIL | | |
POSTS | | |
0280 606.47 2.000 EA | 40.00000 80.00| 40.00000 80.00| 43.00000 86.00
SINGLE WOOD POST | | |
0290 606.59 12.000 M | 51.00000 612.00| 51.00000 612.00| 55.00000 660.00
GUARDRAIL TYPE 3 - 4.5 M RADIUS AND LES | | |
LETTING DATE : 12/18/02 MAINE DEPARTMENT OF TRANSPORTATION DATE : 10/15/03
PAGE : 3
COUNTIE(S): YORK TABULATION OF BIDS
CONTRACT ID : 008967.00
=========
====================================================================================================================================
|( 1 ) 000272 |( 2 ) 000416 |( 3 ) 000063
|A & V CONSTRUCTION, CORP. |T BUCK CONSTRUCTION INC. |WYMAN & SIMPSON, INC.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0300 606.752 2.000 EA | 700.00000 1400.00| 500.00000 1000.00| 1100.00000 2200.00
WIDEN SHOULDER FOR MODIFIED ECCENTRIC | | |
LOADER TERMINAL | | |
0310 606.76 2.000 EA | 1800.00000 3600.00| 1500.00000 3000.00| 1460.00000 2920.00
MODIFIED ECCENTRIC LOADER TERMINAL | | |
0320 610.08 100.000 M3 | 60.00000 6000.00| 55.00000 5500.00| 70.00000 7000.00
PLAIN RIPRAP | | |
0330 610.18 30.000 M3 | 40.00000 1200.00| 70.00000 2100.00| 75.00000 2250.00
STONE DITCH PROTECTION | | |
0340 615.07 14.000 M3 | 35.00000 490.00| 65.00000 910.00| 32.00000 448.00
LOAM | | |
0350 617.381 28.000 M3 | 35.00000 980.00| 45.00000 1260.00| 35.00000 980.00
EROSION CONTROL MIX | | |
0360 618.1401 3.000 UN | 50.00000 150.00| 100.00000 300.00| 110.00000 330.00
SEEDING METHOD NUMBER 2 - PLAN QUANTITY | | |
0370 619.1201 3.000 UN | 50.00000 150.00| 100.00000 300.00| 110.00000 330.00
MULCH - PLAN QUANTITY | | |
0380 620.58 20.000 M2 | 2.00000 40.00| 22.50000 450.00| 4.50000 90.00
EROSION CONTROL GEOTEXTILE | | |
0390 627.71 181.000 M | 3.00000 543.00| 3.00000 543.00| 4.00000 724.00
100 MM WHITE PAVEMENT MARKING LINE | | |
0400 627.73 60.000 M | 4.00000 240.00| 3.85000 231.00| 4.00000 240.00
100 MM YELLOW PAVEMENT MARKING LINE | | |
0410 629.05 20.000 HR | 35.00000 700.00| 30.00000 600.00| 25.00000 500.00
HAND LABOR, STRAIGHT TIME | | |
0420 631.12 20.000 HR | 100.00000 2000.00| 120.00000 2400.00| 85.00000 1700.00
ALL PURPOSE EXCAVATOR (INCLUDING | | |
OPERATOR) | | |
0430 631.172 20.000 HR | 45.00000 900.00| 55.00000 1100.00| 36.00000 720.00
TRUCK - LARGE (INCLUDING OPERATOR) | | |
0440 635.14 49.000 M2 | 700.00000 34300.00| 587.00000 28763.00| 570.00000 27930.00
PREFABRICATED CONCRETE MODULAR GRAVITY | | |
WALL | | |
0450 637.071 LUMP| 1500.00000 1500.00| 5500.00000 5500.00| 1700.00000 1700.00
DUST CONTROL | | |
0460 639.18 1.000 EA | 2000.00000 2000.00| 8500.00000 8500.00| 3500.00000 3500.00
FIELD OFFICE TYPE A | | |
0470 643.72 LUMP| 20400.00000 20400.00| 16500.00000 16500.00| 14000.00000 14000.00
TEMPORARY TRAFFIC SIGNAL | | |
0480 652.31 10.000 EA | 55.00000 550.00| 90.00000 900.00| 30.00000 300.00
TYPE I BARRICADE | | |
LETTING DATE : 12/18/02 MAINE DEPARTMENT OF TRANSPORTATION DATE : 10/15/03
PAGE : 4
COUNTIE(S): YORK TABULATION OF BIDS
CONTRACT ID : 008967.00
=========
====================================================================================================================================
|( 1 ) 000272 |( 2 ) 000416 |( 3 ) 000063
|A & V CONSTRUCTION, CORP. |T BUCK CONSTRUCTION INC. |WYMAN & SIMPSON, INC.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0490 652.33 25.000 EA | 55.00000 1375.00| 80.00000 2000.00| 25.00000 625.00
DRUM | | |
0500 652.34 25.000 EA | 15.00000 375.00| 20.00000 500.00| 15.00000 375.00
CONE | | |
0510 652.35 50.000 M2 | 100.00000 5000.00| 130.00000 6500.00| 90.00000 4500.00
CONSTRUCTION SIGNS | | |
0520 652.361 150.000 LS | 3100.00000 3100.00| 8000.00000 8000.00| 5000.00000 5000.00
MAINTENANCE OF TRAFFIC CONTROL DEVICES | | |
0530 652.38 80.000 HR | 18.00000 1440.00| 20.00000 1600.00| 17.25000 1380.00
FLAGGER | | |
0540 656.75 LUMP| 3400.00000 3400.00| 6000.00000 6000.00| 5000.00000 5000.00
TEMPORARY SOIL EROSION AND WATER | | |
POLLUTION CONTROL | | |
0550 659.10 LUMP| 30000.00000 30000.00| 29150.00000 29150.00| 42000.00000 42000.00
MOBILIZATION | | |
SECTION TOTALS | $ 342,452.25| $ 374,834.75| $ 424,465.00
------------------------------------------+----------------------------+----------------------------+-------------------------------
CONTRACT TOTALS | $ 342,452.25| $ 374,834.75| $ 424,465.00
====================================================================================================================================
LETTING DATE : 12/18/02 MAINE DEPARTMENT OF TRANSPORTATION DATE : 10/15/03
PAGE : 5
COUNTIE(S): YORK TABULATION OF BIDS
CONTRACT ID : 008967.00
=========
====================================================================================================================================
|( 4 ) 000032 |( 5 ) 000768 |( )
|REED & REED INC. |MOORES MARINE CONSTRUCTION, |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0001 BRIDGE ITEMS
| | |
0010 202.19 350.000 LS | 40000.00000 40000.00| 124511.00000 124511.00|
REMOVING EXISTING BRIDGE | | |
0020 203.20 625.000 M3 | 4.50000 2812.50| 16.49000 10306.25|
COMMON EXCAVATION | | |
0030 203.24 10.000 M3 | 7.50000 75.00| 37.00000 370.00|
COMMON BORROW | | |
0040 203.26 245.000 M3 | 12.00000 2940.00| 39.91000 9777.95|
GRAVEL BORROW | | |
0050 204.41 93.000 M2 | 11.00000 1023.00| 6.00000 558.00|
REHABILITATION OF EXISTING SHOULDERS, | | |
PLAN QUANTITY | | |
0060 206.092 10.000 M3 | 200.00000 2000.00| 253.00000 2530.00|
STRUCTURAL ROCK EXCAVATION - MAJOR | | |
STRUCTURES | | |
0070 304.10 550.000 M3 | 12.00000 6600.00| 33.25000 18287.50|
AGGREGATE SUBBASE COURSE - GRAVEL | | |
0080 403.208 80.000 MG | 115.00000 9200.00| 145.00000 11600.00|
HOT MIX ASPHALT 12.5 MM, SURFACE | | |
0090 403.213 83.000 MG | 85.00000 7055.00| 145.00000 12035.00|
HOT MIX ASPHALT 12.5 MM, BASE | | |
0100 409.15 20.000 L | 20.00000 400.00| 38.00000 760.00|
BITUMINOUS TACK COAT APPLIED | | |
0110 502.21 65.000 M3 | 600.00000 39000.00| 167.00000 10855.00|
STRUCTURAL CONCRETE, ABUTMENTS AND | | |
RETAINING WALLS | | |
0120 502.40 10.000 M3 | 2000.00000 20000.00| 619.00000 6190.00|
STRUCTURAL CONCRETE BOX CULVERTS | | |
0130 503.12 1055.000 KG | 1.20000 1266.00| 0.92000 970.60|
REINFORCING STEEL, FABRICATED AND | | |
DELIVERED | | |
0140 503.13 1055.000 KG | 2.00000 2110.00| 2.61000 2753.55|
REINFORCING STEEL, PLACING | | |
0150 508.13 50.000 LS | 3000.00000 3000.00| 1973.00000 1973.00|
MEMBRANE WATERPROOFING | | |
0160 511.07 LUMP| 45000.00000 45000.00| 81312.00000 81312.00|
COFFERDAM: ABUT.#1 | | |
0170 511.07 LUMP| 35000.00000 35000.00| 81312.00000 81312.00|
COFFERDAM: ABUT.#2 | | |
0180 512.081 24.000 LS | 3000.00000 3000.00| 2643.00000 2643.00|
FRENCH DRAINS | | |
LETTING DATE : 12/18/02 MAINE DEPARTMENT OF TRANSPORTATION DATE : 10/15/03
PAGE : 6
COUNTIE(S): YORK TABULATION OF BIDS
CONTRACT ID : 008967.00
=========
====================================================================================================================================
|( 4 ) 000032 |( 5 ) 000768 |( )
|REED & REED INC. |MOORES MARINE CONSTRUCTION, |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0190 514.06 1.000 EA | 1200.00000 1200.00| 1898.00000 1898.00|
CURING BOX FOR CONCRETE CYLINDERS | | |
0200 526.301 25.000 LS | 2500.00000 2500.00| 11626.00000 11626.00|
TEMPORARY CONCRETE BARRIER TYPE I | | |
0210 534.70 32.500 LS | 65000.00000 65000.00| 61986.00000 61986.00|
PRECAST STRUCTURAL CONCRETE ARCH | | |
0220 606.17 8.000 M | 45.00000 360.00| 57.00000 456.00|
GUARDRAIL TYPE 3B - SINGLE RAIL | | |
0230 606.178 35.000 M | 13.00000 455.00| 16.00000 560.00|
GUARDRAIL BEAM | | |
0240 606.265 2.000 EA | 26.00000 52.00| 33.00000 66.00|
TERMINAL END - SINGLE RAIL - GALVANIZED | | |
STEEL | | |
0250 606.35 7.000 EA | 23.00000 161.00| 29.00000 203.00|
GUARDRAIL DELINEATOR POST | | |
0260 606.361 107.000 M | 23.00000 2461.00| 29.10000 3113.70|
GUARDRAIL REMOVE AND RESET TYPE 3B | | |
0270 606.367 6.000 EA | 22.00000 132.00| 28.00000 168.00|
REPLACE UNUSABLE EXISTING GUARDRAIL | | |
POSTS | | |
0280 606.47 2.000 EA | 40.00000 80.00| 51.00000 102.00|
SINGLE WOOD POST | | |
0290 606.59 12.000 M | 51.00000 612.00| 65.00000 780.00|
GUARDRAIL TYPE 3 - 4.5 M RADIUS AND LES | | |
0300 606.752 2.000 EA | 1200.00000 2400.00| 949.00000 1898.00|
WIDEN SHOULDER FOR MODIFIED ECCENTRIC | | |
LOADER TERMINAL | | |
0310 606.76 2.000 EA | 1400.00000 2800.00| 1727.00000 3454.00|
MODIFIED ECCENTRIC LOADER TERMINAL | | |
0320 610.08 100.000 M3 | 45.00000 4500.00| 58.51000 5851.00|
PLAIN RIPRAP | | |
0330 610.18 30.000 M3 | 35.00000 1050.00| 29.00000 870.00|
STONE DITCH PROTECTION | | |
0340 615.07 14.000 M3 | 45.00000 630.00| 80.00000 1120.00|
LOAM | | |
0350 617.381 28.000 M3 | 50.00000 1400.00| 51.00000 1428.00|
EROSION CONTROL MIX | | |
0360 618.1401 3.000 UN | 40.00000 120.00| 101.00000 303.00|
SEEDING METHOD NUMBER 2 - PLAN QUANTITY | | |
0370 619.1201 3.000 UN | 75.00000 225.00| 101.00000 303.00|
MULCH - PLAN QUANTITY | | |
LETTING DATE : 12/18/02 MAINE DEPARTMENT OF TRANSPORTATION DATE : 10/15/03
PAGE : 7
COUNTIE(S): YORK TABULATION OF BIDS
CONTRACT ID : 008967.00
=========
====================================================================================================================================
|( 4 ) 000032 |( 5 ) 000768 |( )
|REED & REED INC. |MOORES MARINE CONSTRUCTION, |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0380 620.58 20.000 M2 | 6.00000 120.00| 11.00000 220.00|
EROSION CONTROL GEOTEXTILE | | |
0390 627.71 181.000 M | 3.00000 543.00| 3.80000 687.80|
100 MM WHITE PAVEMENT MARKING LINE | | |
0400 627.73 60.000 M | 4.00000 240.00| 5.00000 300.00|
100 MM YELLOW PAVEMENT MARKING LINE | | |
0410 629.05 20.000 HR | 30.00000 600.00| 40.00000 800.00|
HAND LABOR, STRAIGHT TIME | | |
0420 631.12 20.000 HR | 90.00000 1800.00| 85.00000 1700.00|
ALL PURPOSE EXCAVATOR (INCLUDING | | |
OPERATOR) | | |
0430 631.172 20.000 HR | 45.00000 900.00| 85.00000 1700.00|
TRUCK - LARGE (INCLUDING OPERATOR) | | |
0440 635.14 49.000 M2 | 1000.00000 49000.00| 351.00000 17199.00|
PREFABRICATED CONCRETE MODULAR GRAVITY | | |
WALL | | |
0450 637.071 LUMP| 750.00000 750.00| 12650.00000 12650.00|
DUST CONTROL | | |
0460 639.18 1.000 EA | 8500.00000 8500.00| 4554.00000 4554.00|
FIELD OFFICE TYPE A | | |
0470 643.72 LUMP| 17000.00000 17000.00| 10120.00000 10120.00|
TEMPORARY TRAFFIC SIGNAL | | |
0480 652.31 10.000 EA | 50.00000 500.00| 28.00000 280.00|
TYPE I BARRICADE | | |
0490 652.33 25.000 EA | 55.00000 1375.00| 28.00000 700.00|
DRUM | | |
0500 652.34 25.000 EA | 20.00000 500.00| 18.00000 450.00|
CONE | | |
0510 652.35 50.000 M2 | 110.00000 5500.00| 23.00000 1150.00|
CONSTRUCTION SIGNS | | |
0520 652.361 150.000 LS | 10000.00000 10000.00| 2385.00000 2385.00|
MAINTENANCE OF TRAFFIC CONTROL DEVICES | | |
0530 652.38 80.000 HR | 15.00000 1200.00| 40.00000 3200.00|
FLAGGER | | |
0540 656.75 LUMP| 6000.00000 6000.00| 1898.00000 1898.00|
TEMPORARY SOIL EROSION AND WATER | | |
POLLUTION CONTROL | | |
0550 659.10 LUMP| 45000.00000 45000.00| 32713.00000 32713.00|
MOBILIZATION | | |
SECTION TOTALS | $ 456,147.50| $ 567,637.35| $ 0.00
------------------------------------------+----------------------------+----------------------------+-------------------------------
CONTRACT TOTALS | $ 456,147.50| $ 567,637.35| $
====================================================================================================================================