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LETTING DATSTP-7727(10)X MAINE DEPARTMENT OF TRANSPORTATION DATE : 12/06/01
PAGE : 1
LOCATION : LEWISTON TABULATION OF BIDS
CONTRACT ID : 007727.00
=========
COMPLETION DATE : 10/18/02
PROJECT(S): BR-7727(00)X COUNTIE(S) : ANDROSCOGGIN MAINE STATE DEPTARTMENT OF TRANSPORTATION
A TRUE COPY : __________________________
TITLE : __________________________
CONTRACT DESCRIPTION : CROWLEY ROAD BRIDGE ATTEST : _______________________________
NOTARY PUBLIC
--------------------------------------------------------------------------------------------------------------------------
TOTAL % OVER
RANK VENDOR NO./NAME BID LOW BID
--------------------------------------------------------------------------------------------------------------------------
1 000063 WYMAN & SIMPSON, INC. $ 398,965.00 100.0000%
2 000272 A & V CONSTRUCTION, CORP. $ 449,690.00 112.7141%
3 000164 C P M CONSTRUCTORS $ 471,950.00 118.2936%
4 000054 THE DIAZ CORPORATION $ 481,505.00 120.6885%
5 001177 ATLANTIC MECHANICAL, INC. $ 511,267.70 128.1485%
6 000416 T BUCK CONSTRUCTION INC. $ 518,777.00 130.0307%
7 000009 BANCROFT CONTRACTING CORP. $ 534,814.00 134.0504%
8 000032 REED & REED, INC. $ 556,575.00 139.5047%
====================================================================================================================================
|( 1 ) 000063 |( 2 ) 000272 |( 3 ) 000164
|WYMAN & SIMPSON, 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
| | |
0010 201.23 5.000 EA | 200.00000 1000.00| 750.00000 3750.00| 500.00000 2500.00
REMOVING SINGLE TREE TOP ONLY | | |
0020 201.24 5.000 EA | 200.00000 1000.00| 350.00000 1750.00| 250.00000 1250.00
REMOVING STUMP | | |
0030 202.19 45.000 LS | 30000.00000 30000.00| 25000.00000 25000.00| 39000.00000 39000.00
REMOVING EXISTING BRIDGE | | |
0040 203.20 500.000 M3 | 12.00000 6000.00| 10.00000 5000.00| 13.00000 6500.00
COMMON EXCAVATION | | |
0050 203.2312 LUMP| 2500.00000 2500.00| 25000.00000 25000.00| 5000.00000 5000.00
HEALTH AND SAFETY PLAN | | |
0060 203.2315 LUMP| 5000.00000 5000.00| 5000.00000 5000.00| 7000.00000 7000.00
TEMPORARY SECURED STOCKPILE AREA | | |
0070 203.24 180.000 M3 | 15.00000 2700.00| 15.00000 2700.00| 20.00000 3600.00
COMMON BORROW | | |
0080 203.25 160.000 M3 | 17.00000 2720.00| 20.00000 3200.00| 30.00000 4800.00
GRANULAR BORROW | | |
0090 206.082 365.000 M3 | 20.00000 7300.00| 12.00000 4380.00| 15.00000 5475.00
STRUCTURAL EARTH EXCAVATION - MAJOR | | |
STRUCTURES | | |
LETTING DATE : 09/19/01 MAINE DEPARTMENT OF TRANSPORTATION DATE : 12/06/01
PAGE : 2
LOCATION : LEWISTON TABULATION OF BIDS
CONTRACT ID : 007727.00
=========
====================================================================================================================================
|( 1 ) 000063 |( 2 ) 000272 |( 3 ) 000164
|WYMAN & SIMPSON, 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
------------------------------------------+----------------------------+----------------------------+-------------------------------
0100 304.10 860.000 M3 | 17.00000 14620.00| 20.00000 17200.00| 20.00000 17200.00
AGGREGATE SUBBASE COURSE - GRAVEL | | |
0110 403.208 151.000 MG | 81.00000 12231.00| 81.00000 12231.00| 75.00000 11325.00
HOT MIX ASPHALT 12.5 MM NOMINAL MAX SIZ | | |
0120 403.209 21.000 MG | 81.00000 1701.00| 81.00000 1701.00| 75.00000 1575.00
HOT MIX ASPHALT 9.5 MM(SIDEWALKS,DRIVES | | |
INCIDENTAL ) | | |
0130 403.210 34.000 MG | 81.00000 2754.00| 81.00000 2754.00| 75.00000 2550.00
HOT MIX ASPHALT 9.5 MM NOMINAL MAX SIZE | | |
0140 403.213 133.000 MG | 81.00000 10773.00| 81.00000 10773.00| 75.00000 9975.00
HOT MIX ASPHALT 12.5 MM NOMINAL MAX | | |
SIZE - BASE | | |
0150 409.15 20.000 L | 6.50000 130.00| 6.00000 120.00| 6.00000 120.00
BITUMINOUS TACK COAT APPLIED | | |
0160 501.231 1.000 EA | 3000.00000 3000.00| 3740.00000 3740.00| 3500.00000 3500.00
DYNAMIC LOADING TEST | | |
0170 501.40 250.000 M | 90.00000 22500.00| 91.00000 22750.00| 80.00000 20000.00
STEEL H-BEAM PILES 79 KG/M, DELIVERED | | |
0180 501.401 250.000 M | 10.00000 2500.00| 18.00000 4500.00| 15.00000 3750.00
STEEL H-BEAM PILES 79 KG/M, IN PLACE | | |
0190 501.90 10.000 EA | 150.00000 1500.00| 120.00000 1200.00| 100.00000 1000.00
PILE TIPS | | |
0200 501.91 10.000 EA | 100.00000 1000.00| 200.00000 2000.00| 200.00000 2000.00
PILE SPLICES | | |
0210 501.92 LUMP| 7500.00000 7500.00| 10900.00000 10900.00| 10000.00000 10000.00
PILE DRIVING EQUIPMENT MOBILIZATION | | |
0220 502.219 57.000 LS | 30000.00000 30000.00| 34000.00000 34000.00| 45000.00000 45000.00
STRUCTURAL CONCRETE, ABUTMENTS AND | | |
RETAINING WALLS | | |
0230 502.26 43.000 LS | 37200.00000 37200.00| 49000.00000 49000.00| 50000.00000 50000.00
STRUCTURAL CONCRETE ROADWAY AND | | |
SIDEWALK SLABS ON STEEL BRIDGES | | |
0240 502.31 17.000 LS | 6000.00000 6000.00| 5000.00000 5000.00| 3500.00000 3500.00
STRUCTURAL CONCRETE APPROACH SLABS | | |
0250 503.12 10300.000 KG | 0.70000 7210.00| 0.30000 3090.00| 0.75000 7725.00
REINFORCING STEEL, FABRICATED AND | | |
DELIVERED | | |
0260 503.13 10300.000 KG | 0.30000 3090.00| 0.20000 2060.00| 0.75000 7725.00
REINFORCING STEEL, PLACING | | |
0270 504.701 22600.000 LS | 45000.00000 45000.00| 45400.00000 45400.00| 45000.00000 45000.00
STRUCTURAL STEEL FABRICATED AND | | |
DELIVERED, ROLLED | | |
LETTING DATE : 09/19/01 MAINE DEPARTMENT OF TRANSPORTATION DATE : 12/06/01
PAGE : 3
LOCATION : LEWISTON TABULATION OF BIDS
CONTRACT ID : 007727.00
=========
====================================================================================================================================
|( 1 ) 000063 |( 2 ) 000272 |( 3 ) 000164
|WYMAN & SIMPSON, 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
------------------------------------------+----------------------------+----------------------------+-------------------------------
0280 504.71 22600.000 LS | 6000.00000 6000.00| 4330.00000 4330.00| 20000.00000 20000.00
STRUCTURAL STEEL ERECTION | | |
0285 505.08 910.000 LS | 1500.00000 1500.00| 1610.00000 1610.00| 1600.00000 1600.00
SHEAR CONNECTORS | | |
0290 507.0811 30.000 LS | 10000.00000 10000.00| 10800.00000 10800.00| 12000.00000 12000.00
STEEL BRIDGE RAILING, 2 BAR | | |
0300 508.13 174.000 LS | 3550.00000 3550.00| 2000.00000 2000.00| 2000.00000 2000.00
MEMBRANE WATERPROOFING | | |
0310 511.07 LUMP| 18000.00000 18000.00| 8510.00000 8510.00| 5000.00000 5000.00
COFFERDAM: | | |
0320 514.06 1.000 EA | 700.00000 700.00| 1500.00000 1500.00| 750.00000 750.00
CURING BOX FOR CONCRETE CYLINDERS | | |
0330 515.21 58.000 LS | 1000.00000 1000.00| 500.00000 500.00| 600.00000 600.00
PROTECTIVE COATING FOR CONCRETE SURFACE | | |
0340 526.301 20.000 LS | 1000.00000 1000.00| 1080.00000 1080.00| 1500.00000 1500.00
TEMPORARY CONCRETE BARRIER TYPE I | | |
0350 526.34 4.000 EA | 1750.00000 7000.00| 600.00000 2400.00| 1200.00000 4800.00
PERMANENT CONCRETE TRANSITION BARRIER | | |
0360 603.169 20.000 M | 92.00000 1840.00| 78.00000 1560.00| 200.00000 4000.00
375 MM CULVERT PIPE OPTION III | | |
0370 606.1721 4.000 EA | 1075.00000 4300.00| 1010.00000 4040.00| 1000.00000 4000.00
BRIDGE TRANSITION - TYPE 1 | | |
0380 606.265 1.000 EA | 86.00000 86.00| 51.00000 51.00| 50.00000 50.00
TERMINAL END - SINGLE RAIL - GALVANIZED | | |
STEEL | | |
0390 606.35 6.000 EA | 32.00000 192.00| 30.00000 180.00| 30.00000 180.00
GUARDRAIL DELINEATOR POST | | |
0400 606.55 23.000 M | 85.00000 1955.00| 80.00000 1840.00| 80.00000 1840.00
GUARDRAIL TYPE 3 - SINGLE RAIL | | |
0410 606.59 8.000 M | 85.00000 680.00| 80.00000 640.00| 80.00000 640.00
GUARDRAIL TYPE 3 - 4.5 M RADIUS AND LES | | |
0420 606.76 3.000 EA | 1500.00000 4500.00| 1420.00000 4260.00| 1400.00000 4200.00
MODIFIED ECCENTRIC LOADER TERMINAL | | |
0430 610.08 220.000 M3 | 54.00000 11880.00| 75.00000 16500.00| 50.00000 11000.00
PLAIN RIPRAP | | |
0440 615.07 30.000 M3 | 30.00000 900.00| 25.00000 750.00| 75.00000 2250.00
LOAM | | |
0450 618.1401 10.000 UN | 20.00000 200.00| 18.00000 180.00| 18.00000 180.00
SEEDING METHOD NUMBER 2 - PLAN QUANTITY | | |
0460 618.15 2.000 KG | 22.00000 44.00| 40.00000 80.00| 20.00000 40.00
TEMPORARY SEEDING | | |
LETTING DATE : 09/19/01 MAINE DEPARTMENT OF TRANSPORTATION DATE : 12/06/01
PAGE : 4
LOCATION : LEWISTON TABULATION OF BIDS
CONTRACT ID : 007727.00
=========
====================================================================================================================================
|( 1 ) 000063 |( 2 ) 000272 |( 3 ) 000164
|WYMAN & SIMPSON, 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
------------------------------------------+----------------------------+----------------------------+-------------------------------
0470 619.1201 15.000 UN | 20.00000 300.00| 15.00000 225.00| 15.00000 225.00
MULCH - PLAN QUANTITY | | |
0480 620.58 85.000 M2 | 2.00000 170.00| 42.00000 3570.00| 3.00000 255.00
EROSION CONTROL GEOTEXTILE | | |
0490 627.71 340.000 M | 1.75000 595.00| 2.00000 680.00| 2.00000 680.00
100 MM WHITE PAVEMENT MARKING LINE | | |
0500 627.73 170.000 M | 3.50000 595.00| 3.00000 510.00| 3.50000 595.00
100 MM YELLOW PAVEMENT MARKING LINE | | |
0510 627.78 170.000 M | 2.70000 459.00| 2.00000 340.00| 2.50000 425.00
TEMPORARY 100 MM PAINTED PAVEMENT | | |
MARKING LINE, WHITE OR YELLOW | | |
0520 629.05 24.000 MH | 22.00000 528.00| 25.00000 600.00| 25.00000 600.00
HAND LABOR, STRAIGHT TIME | | |
0530 631.12 24.000 HR | 80.00000 1920.00| 75.00000 1800.00| 85.00000 2040.00
ALL PURPOSE EXCAVATOR (INCLUDING | | |
OPERATOR) | | |
0540 631.14 24.000 HR | 50.00000 1200.00| 90.00000 2160.00| 100.00000 2400.00
GRADER (INCLUDING OPERATOR) | | |
0550 631.15 24.000 HR | 35.00000 840.00| 45.00000 1080.00| 45.00000 1080.00
ROLLER, EARTH AND BASE COURSE | | |
(INCLUDING OPERATOR) | | |
0560 631.172 48.000 HR | 35.00000 1680.00| 40.00000 1920.00| 45.00000 2160.00
TRUCK - LARGE (INCLUDING OPERATOR) | | |
0570 631.36 24.000 MH | 28.00000 672.00| 30.00000 720.00| 35.00000 840.00
FOREMAN | | |
0580 637.071 LUMP| 1000.00000 1000.00| 3000.00000 3000.00| 1500.00000 1500.00
DUST CONTROL | | |
0590 639.19 1.000 EA | 1500.00000 1500.00| 3500.00000 3500.00| 5500.00000 5500.00
FIELD OFFICE TYPE B | | |
0600 652.31 5.000 EA | 50.00000 250.00| 50.00000 250.00| 50.00000 250.00
TYPE I BARRICADE | | |
0610 652.312 5.000 EA | 150.00000 750.00| 450.00000 2250.00| 200.00000 1000.00
TYPE III BARRICADE | | |
0620 652.33 10.000 EA | 30.00000 300.00| 50.00000 500.00| 55.00000 550.00
DRUM | | |
0630 652.34 15.000 EA | 20.00000 300.00| 15.00000 225.00| 20.00000 300.00
CONE | | |
0640 652.35 40.000 M2 | 85.00000 3400.00| 110.00000 4400.00| 110.00000 4400.00
CONSTRUCTION SIGNS | | |
0650 652.361 100.000 LS | 1500.00000 1500.00| 3000.00000 3000.00| 1200.00000 1200.00
MAINTENANCE OF TRAFFIC CONTROL DEVICES | | |
LETTING DATE : 09/19/01 MAINE DEPARTMENT OF TRANSPORTATION DATE : 12/06/01
PAGE : 5
LOCATION : LEWISTON TABULATION OF BIDS
CONTRACT ID : 007727.00
=========
====================================================================================================================================
|( 1 ) 000063 |( 2 ) 000272 |( 3 ) 000164
|WYMAN & SIMPSON, 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
------------------------------------------+----------------------------+----------------------------+-------------------------------
0660 652.38 150.000 MH | 15.00000 2250.00| 13.00000 1950.00| 15.00000 2250.00
FLAGGER | | |
0670 656.75 LUMP| 2500.00000 2500.00| 5000.00000 5000.00| 3000.00000 3000.00
TEMPORARY SOIL EROSION AND WATER | | |
POLLUTION CONTROL | | |
0680 659.10 LUMP| 34000.00000 34000.00| 45000.00000 45000.00| 47000.00000 47000.00
MOBILIZATION | | |
SECTION TOTALS | $ 398,965.00| $ 449,690.00| $ 471,950.00
------------------------------------------+----------------------------+----------------------------+-------------------------------
CONTRACT TOTALS | $ 398,965.00| $ 449,690.00| $ 471,950.00
====================================================================================================================================
LETTING DATE : 09/19/01 MAINE DEPARTMENT OF TRANSPORTATION DATE : 12/06/01
PAGE : 6
LOCATION : LEWISTON TABULATION OF BIDS
CONTRACT ID : 007727.00
=========
====================================================================================================================================
|( 4 ) 000054 |( 5 ) 001177 |( 6 ) 000416
|THE DIAZ CORPORATION |ATLANTIC MECHANICAL, 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
| | |
0010 201.23 5.000 EA | 400.00000 2000.00| 250.00000 1250.00| 120.00000 600.00
REMOVING SINGLE TREE TOP ONLY | | |
0020 201.24 5.000 EA | 300.00000 1500.00| 125.00000 625.00| 125.00000 625.00
REMOVING STUMP | | |
0030 202.19 45.000 LS | 20000.00000 20000.00| 28750.00000 28750.00| 16000.00000 16000.00
REMOVING EXISTING BRIDGE | | |
0040 203.20 500.000 M3 | 13.00000 6500.00| 13.75000 6875.00| 11.00000 5500.00
COMMON EXCAVATION | | |
0050 203.2312 LUMP| 2200.00000 2200.00| 9375.00000 9375.00| 2500.00000 2500.00
HEALTH AND SAFETY PLAN | | |
0060 203.2315 LUMP| 12000.00000 12000.00| 18750.00000 18750.00| 20000.00000 20000.00
TEMPORARY SECURED STOCKPILE AREA | | |
0070 203.24 180.000 M3 | 15.00000 2700.00| 17.75000 3195.00| 14.25000 2565.00
COMMON BORROW | | |
0080 203.25 160.000 M3 | 17.00000 2720.00| 22.50000 3600.00| 38.00000 6080.00
GRANULAR BORROW | | |
0090 206.082 365.000 M3 | 25.00000 9125.00| 31.25000 11406.25| 15.00000 5475.00
STRUCTURAL EARTH EXCAVATION - MAJOR | | |
STRUCTURES | | |
0100 304.10 860.000 M3 | 20.00000 17200.00| 22.50000 19350.00| 23.00000 19780.00
AGGREGATE SUBBASE COURSE - GRAVEL | | |
0110 403.208 151.000 MG | 80.00000 12080.00| 93.75000 14156.25| 75.00000 11325.00
HOT MIX ASPHALT 12.5 MM NOMINAL MAX SIZ | | |
0120 403.209 21.000 MG | 80.00000 1680.00| 93.75000 1968.75| 75.00000 1575.00
HOT MIX ASPHALT 9.5 MM(SIDEWALKS,DRIVES | | |
INCIDENTAL ) | | |
0130 403.210 34.000 MG | 80.00000 2720.00| 93.75000 3187.50| 75.00000 2550.00
HOT MIX ASPHALT 9.5 MM NOMINAL MAX SIZE | | |
0140 403.213 133.000 MG | 80.00000 10640.00| 93.75000 12468.75| 75.00000 9975.00
HOT MIX ASPHALT 12.5 MM NOMINAL MAX | | |
SIZE - BASE | | |
0150 409.15 20.000 L | 7.00000 140.00| 7.50000 150.00| 6.00000 120.00
BITUMINOUS TACK COAT APPLIED | | |
0160 501.231 1.000 EA | 4000.00000 4000.00| 4000.00000 4000.00| 3500.00000 3500.00
DYNAMIC LOADING TEST | | |
0170 501.40 250.000 M | 90.00000 22500.00| 97.50000 24375.00| 78.00000 19500.00
STEEL H-BEAM PILES 79 KG/M, DELIVERED | | |
0180 501.401 250.000 M | 16.00000 4000.00| 18.75000 4687.50| 15.00000 3750.00
STEEL H-BEAM PILES 79 KG/M, IN PLACE | | |
LETTING DATE : 09/19/01 MAINE DEPARTMENT OF TRANSPORTATION DATE : 12/06/01
PAGE : 7
LOCATION : LEWISTON TABULATION OF BIDS
CONTRACT ID : 007727.00
=========
====================================================================================================================================
|( 4 ) 000054 |( 5 ) 001177 |( 6 ) 000416
|THE DIAZ CORPORATION |ATLANTIC MECHANICAL, INC. |T BUCK CONSTRUCTION INC.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0190 501.90 10.000 EA | 100.00000 1000.00| 125.00000 1250.00| 100.00000 1000.00
PILE TIPS | | |
0200 501.91 10.000 EA | 200.00000 2000.00| 250.00000 2500.00| 200.00000 2000.00
PILE SPLICES | | |
0210 501.92 LUMP| 10000.00000 10000.00| 9187.50000 9187.50| 20000.00000 20000.00
PILE DRIVING EQUIPMENT MOBILIZATION | | |
0220 502.219 57.000 LS | 40000.00000 40000.00| 34687.50000 34687.50| 54000.00000 54000.00
STRUCTURAL CONCRETE, ABUTMENTS AND | | |
RETAINING WALLS | | |
0230 502.26 43.000 LS | 50000.00000 50000.00| 51250.00000 51250.00| 50000.00000 50000.00
STRUCTURAL CONCRETE ROADWAY AND | | |
SIDEWALK SLABS ON STEEL BRIDGES | | |
0240 502.31 17.000 LS | 6000.00000 6000.00| 4687.50000 4687.50| 4000.00000 4000.00
STRUCTURAL CONCRETE APPROACH SLABS | | |
0250 503.12 10300.000 KG | 1.00000 10300.00| 0.70000 7210.00| 0.70000 7210.00
REINFORCING STEEL, FABRICATED AND | | |
DELIVERED | | |
0260 503.13 10300.000 KG | 0.50000 5150.00| 1.10000 11330.00| 0.35000 3605.00
REINFORCING STEEL, PLACING | | |
0270 504.701 22600.000 LS | 55000.00000 55000.00| 49250.00000 49250.00| 59000.00000 59000.00
STRUCTURAL STEEL FABRICATED AND | | |
DELIVERED, ROLLED | | |
0280 504.71 22600.000 LS | 10000.00000 10000.00| 11250.00000 11250.00| 4500.00000 4500.00
STRUCTURAL STEEL ERECTION | | |
0285 505.08 910.000 LS | 3000.00000 3000.00| 2730.00000 2730.00| 1500.00000 1500.00
SHEAR CONNECTORS | | |
0290 507.0811 30.000 LS | 14000.00000 14000.00| 12862.50000 12862.50| 9800.00000 9800.00
STEEL BRIDGE RAILING, 2 BAR | | |
0300 508.13 174.000 LS | 2500.00000 2500.00| 3687.50000 3687.50| 2700.00000 2700.00
MEMBRANE WATERPROOFING | | |
0310 511.07 LUMP| 16000.00000 16000.00| 23125.00000 23125.00| 14000.00000 14000.00
COFFERDAM: | | |
0320 514.06 1.000 EA | 750.00000 750.00| 625.00000 625.00| 1500.00000 1500.00
CURING BOX FOR CONCRETE CYLINDERS | | |
0330 515.21 58.000 LS | 300.00000 300.00| 475.00000 475.00| 500.00000 500.00
PROTECTIVE COATING FOR CONCRETE SURFACE | | |
0340 526.301 20.000 LS | 1500.00000 1500.00| 3125.00000 3125.00| 1000.00000 1000.00
TEMPORARY CONCRETE BARRIER TYPE I | | |
0350 526.34 4.000 EA | 1500.00000 6000.00| 1125.00000 4500.00| 2000.00000 8000.00
PERMANENT CONCRETE TRANSITION BARRIER | | |
0360 603.169 20.000 M | 100.00000 2000.00| 100.00000 2000.00| 210.00000 4200.00
375 MM CULVERT PIPE OPTION III | | |
LETTING DATE : 09/19/01 MAINE DEPARTMENT OF TRANSPORTATION DATE : 12/06/01
PAGE : 8
LOCATION : LEWISTON TABULATION OF BIDS
CONTRACT ID : 007727.00
=========
====================================================================================================================================
|( 4 ) 000054 |( 5 ) 001177 |( 6 ) 000416
|THE DIAZ CORPORATION |ATLANTIC MECHANICAL, INC. |T BUCK CONSTRUCTION INC.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0370 606.1721 4.000 EA | 1100.00000 4400.00| 1250.00000 5000.00| 1250.00000 5000.00
BRIDGE TRANSITION - TYPE 1 | | |
0380 606.265 1.000 EA | 50.00000 50.00| 62.50000 62.50| 50.00000 50.00
TERMINAL END - SINGLE RAIL - GALVANIZED | | |
STEEL | | |
0390 606.35 6.000 EA | 30.00000 180.00| 37.50000 225.00| 30.00000 180.00
GUARDRAIL DELINEATOR POST | | |
0400 606.55 23.000 M | 80.00000 1840.00| 98.95000 2275.85| 80.00000 1840.00
GUARDRAIL TYPE 3 - SINGLE RAIL | | |
0410 606.59 8.000 M | 80.00000 640.00| 98.95000 791.60| 81.25000 650.00
GUARDRAIL TYPE 3 - 4.5 M RADIUS AND LES | | |
0420 606.76 3.000 EA | 1500.00000 4500.00| 1750.00000 5250.00| 1400.00000 4200.00
MODIFIED ECCENTRIC LOADER TERMINAL | | |
0430 610.08 220.000 M3 | 40.00000 8800.00| 62.50000 13750.00| 55.00000 12100.00
PLAIN RIPRAP | | |
0440 615.07 30.000 M3 | 35.00000 1050.00| 43.75000 1312.50| 65.00000 1950.00
LOAM | | |
0450 618.1401 10.000 UN | 18.00000 180.00| 22.50000 225.00| 100.00000 1000.00
SEEDING METHOD NUMBER 2 - PLAN QUANTITY | | |
0460 618.15 2.000 KG | 20.00000 40.00| 25.00000 50.00| 30.00000 60.00
TEMPORARY SEEDING | | |
0470 619.1201 15.000 UN | 15.00000 225.00| 18.75000 281.25| 50.00000 750.00
MULCH - PLAN QUANTITY | | |
0480 620.58 85.000 M2 | 3.00000 255.00| 2.50000 212.50| 2.00000 170.00
EROSION CONTROL GEOTEXTILE | | |
0490 627.71 340.000 M | 2.00000 680.00| 2.05000 697.00| 1.65000 561.00
100 MM WHITE PAVEMENT MARKING LINE | | |
0500 627.73 170.000 M | 4.00000 680.00| 4.10000 697.00| 3.30000 561.00
100 MM YELLOW PAVEMENT MARKING LINE | | |
0510 627.78 170.000 M | 3.00000 510.00| 3.00000 510.00| 2.50000 425.00
TEMPORARY 100 MM PAINTED PAVEMENT | | |
MARKING LINE, WHITE OR YELLOW | | |
0520 629.05 24.000 MH | 20.00000 480.00| 37.50000 900.00| 23.00000 552.00
HAND LABOR, STRAIGHT TIME | | |
0530 631.12 24.000 HR | 80.00000 1920.00| 75.00000 1800.00| 97.00000 2328.00
ALL PURPOSE EXCAVATOR (INCLUDING | | |
OPERATOR) | | |
0540 631.14 24.000 HR | 90.00000 2160.00| 112.50000 2700.00| 106.00000 2544.00
GRADER (INCLUDING OPERATOR) | | |
0550 631.15 24.000 HR | 60.00000 1440.00| 62.50000 1500.00| 60.00000 1440.00
ROLLER, EARTH AND BASE COURSE | | |
(INCLUDING OPERATOR) | | |
LETTING DATE : 09/19/01 MAINE DEPARTMENT OF TRANSPORTATION DATE : 12/06/01
PAGE : 9
LOCATION : LEWISTON TABULATION OF BIDS
CONTRACT ID : 007727.00
=========
====================================================================================================================================
|( 4 ) 000054 |( 5 ) 001177 |( 6 ) 000416
|THE DIAZ CORPORATION |ATLANTIC MECHANICAL, INC. |T BUCK CONSTRUCTION INC.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0560 631.172 48.000 HR | 40.00000 1920.00| 50.00000 2400.00| 42.00000 2016.00
TRUCK - LARGE (INCLUDING OPERATOR) | | |
0570 631.36 24.000 MH | 25.00000 600.00| 37.50000 900.00| 23.00000 552.00
FOREMAN | | |
0580 637.071 LUMP| 2500.00000 2500.00| 2500.00000 2500.00| 500.00000 500.00
DUST CONTROL | | |
0590 639.19 1.000 EA | 12000.00000 12000.00| 4375.00000 4375.00| 6000.00000 6000.00
FIELD OFFICE TYPE B | | |
0600 652.31 5.000 EA | 50.00000 250.00| 56.25000 281.25| 80.00000 400.00
TYPE I BARRICADE | | |
0610 652.312 5.000 EA | 200.00000 1000.00| 250.00000 1250.00| 150.00000 750.00
TYPE III BARRICADE | | |
0620 652.33 10.000 EA | 50.00000 500.00| 50.00000 500.00| 60.00000 600.00
DRUM | | |
0630 652.34 15.000 EA | 20.00000 300.00| 17.75000 266.25| 20.00000 300.00
CONE | | |
0640 652.35 40.000 M2 | 90.00000 3600.00| 120.00000 4800.00| 110.00000 4400.00
CONSTRUCTION SIGNS | | |
0650 652.361 100.000 LS | 2500.00000 2500.00| 2500.00000 2500.00| 1800.00000 1800.00
MAINTENANCE OF TRAFFIC CONTROL DEVICES | | |
0660 652.38 150.000 MH | 14.00000 2100.00| 18.75000 2812.50| 10.00000 1500.00
FLAGGER | | |
0670 656.75 LUMP| 5000.00000 5000.00| 6940.00000 6940.00| 5000.00000 5000.00
TEMPORARY SOIL EROSION AND WATER | | |
POLLUTION CONTROL | | |
0680 659.10 LUMP| 50000.00000 50000.00| 39600.00000 39600.00| 78663.00000 78663.00
MOBILIZATION | | |
SECTION TOTALS | $ 481,505.00| $ 511,267.70| $ 518,777.00
------------------------------------------+----------------------------+----------------------------+-------------------------------
CONTRACT TOTALS | $ 481,505.00| $ 511,267.70| $ 518,777.00
====================================================================================================================================
LETTING DATE : 09/19/01 MAINE DEPARTMENT OF TRANSPORTATION DATE : 12/06/01
PAGE : 10
LOCATION : LEWISTON TABULATION OF BIDS
CONTRACT ID : 007727.00
=========
====================================================================================================================================
|( 7 ) 000009 |( 8 ) 000032 |( )
|BANCROFT CONTRACTING CORP. |REED & REED INC. |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0001 BRIDGE ITEMS
| | |
0010 201.23 5.000 EA | 140.00000 700.00| 250.00000 1250.00|
REMOVING SINGLE TREE TOP ONLY | | |
0020 201.24 5.000 EA | 140.00000 700.00| 250.00000 1250.00|
REMOVING STUMP | | |
0030 202.19 45.000 LS | 25000.00000 25000.00| 30000.00000 30000.00|
REMOVING EXISTING BRIDGE | | |
0040 203.20 500.000 M3 | 12.00000 6000.00| 15.00000 7500.00|
COMMON EXCAVATION | | |
0050 203.2312 LUMP| 15500.00000 15500.00| 15000.00000 15000.00|
HEALTH AND SAFETY PLAN | | |
0060 203.2315 LUMP| 24750.00000 24750.00| 20000.00000 20000.00|
TEMPORARY SECURED STOCKPILE AREA | | |
0070 203.24 180.000 M3 | 15.50000 2790.00| 18.00000 3240.00|
COMMON BORROW | | |
0080 203.25 160.000 M3 | 42.00000 6720.00| 18.00000 2880.00|
GRANULAR BORROW | | |
0090 206.082 365.000 M3 | 16.50000 6022.50| 15.00000 5475.00|
STRUCTURAL EARTH EXCAVATION - MAJOR | | |
STRUCTURES | | |
0100 304.10 860.000 M3 | 25.50000 21930.00| 15.00000 12900.00|
AGGREGATE SUBBASE COURSE - GRAVEL | | |
0110 403.208 151.000 MG | 82.50000 12457.50| 75.00000 11325.00|
HOT MIX ASPHALT 12.5 MM NOMINAL MAX SIZ | | |
0120 403.209 21.000 MG | 82.50000 1732.50| 75.00000 1575.00|
HOT MIX ASPHALT 9.5 MM(SIDEWALKS,DRIVES | | |
INCIDENTAL ) | | |
0130 403.210 34.000 MG | 82.50000 2805.00| 75.00000 2550.00|
HOT MIX ASPHALT 9.5 MM NOMINAL MAX SIZE | | |
0140 403.213 133.000 MG | 82.50000 10972.50| 75.00000 9975.00|
HOT MIX ASPHALT 12.5 MM NOMINAL MAX | | |
SIZE - BASE | | |
0150 409.15 20.000 L | 7.50000 150.00| 6.00000 120.00|
BITUMINOUS TACK COAT APPLIED | | |
0160 501.231 1.000 EA | 3500.00000 3500.00| 3000.00000 3000.00|
DYNAMIC LOADING TEST | | |
0170 501.40 250.000 M | 86.00000 21500.00| 90.00000 22500.00|
STEEL H-BEAM PILES 79 KG/M, DELIVERED | | |
0180 501.401 250.000 M | 16.50000 4125.00| 10.00000 2500.00|
STEEL H-BEAM PILES 79 KG/M, IN PLACE | | |
LETTING DATE : 09/19/01 MAINE DEPARTMENT OF TRANSPORTATION DATE : 12/06/01
PAGE : 11
LOCATION : LEWISTON TABULATION OF BIDS
CONTRACT ID : 007727.00
=========
====================================================================================================================================
|( 7 ) 000009 |( 8 ) 000032 |( )
|BANCROFT CONTRACTING CORP. |REED & REED INC. |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0190 501.90 10.000 EA | 110.00000 1100.00| 125.00000 1250.00|
PILE TIPS | | |
0200 501.91 10.000 EA | 220.00000 2200.00| 150.00000 1500.00|
PILE SPLICES | | |
0210 501.92 LUMP| 8100.00000 8100.00| 10000.00000 10000.00|
PILE DRIVING EQUIPMENT MOBILIZATION | | |
0220 502.219 57.000 LS | 37800.00000 37800.00| 75000.00000 75000.00|
STRUCTURAL CONCRETE, ABUTMENTS AND | | |
RETAINING WALLS | | |
0230 502.26 43.000 LS | 53650.00000 53650.00| 75000.00000 75000.00|
STRUCTURAL CONCRETE ROADWAY AND | | |
SIDEWALK SLABS ON STEEL BRIDGES | | |
0240 502.31 17.000 LS | 5100.00000 5100.00| 7500.00000 7500.00|
STRUCTURAL CONCRETE APPROACH SLABS | | |
0250 503.12 10300.000 KG | 0.70000 7210.00| 1.00000 10300.00|
REINFORCING STEEL, FABRICATED AND | | |
DELIVERED | | |
0260 503.13 10300.000 KG | 1.20000 12360.00| 1.00000 10300.00|
REINFORCING STEEL, PLACING | | |
0270 504.701 22600.000 LS | 42240.00000 42240.00| 50000.00000 50000.00|
STRUCTURAL STEEL FABRICATED AND | | |
DELIVERED, ROLLED | | |
0280 504.71 22600.000 LS | 21000.00000 21000.00| 18000.00000 18000.00|
STRUCTURAL STEEL ERECTION | | |
0285 505.08 910.000 LS | 2100.00000 2100.00| 1500.00000 1500.00|
SHEAR CONNECTORS | | |
0290 507.0811 30.000 LS | 12500.00000 12500.00| 18000.00000 18000.00|
STEEL BRIDGE RAILING, 2 BAR | | |
0300 508.13 174.000 LS | 2050.00000 2050.00| 3000.00000 3000.00|
MEMBRANE WATERPROOFING | | |
0310 511.07 LUMP| 10800.00000 10800.00| 15000.00000 15000.00|
COFFERDAM: | | |
0320 514.06 1.000 EA | 750.00000 750.00| 750.00000 750.00|
CURING BOX FOR CONCRETE CYLINDERS | | |
0330 515.21 58.000 LS | 400.00000 400.00| 1000.00000 1000.00|
PROTECTIVE COATING FOR CONCRETE SURFACE | | |
0340 526.301 20.000 LS | 1200.00000 1200.00| 1500.00000 1500.00|
TEMPORARY CONCRETE BARRIER TYPE I | | |
0350 526.34 4.000 EA | 985.00000 3940.00| 1500.00000 6000.00|
PERMANENT CONCRETE TRANSITION BARRIER | | |
0360 603.169 20.000 M | 225.00000 4500.00| 100.00000 2000.00|
375 MM CULVERT PIPE OPTION III | | |
LETTING DATE : 09/19/01 MAINE DEPARTMENT OF TRANSPORTATION DATE : 12/06/01
PAGE : 12
LOCATION : LEWISTON TABULATION OF BIDS
CONTRACT ID : 007727.00
=========
====================================================================================================================================
|( 7 ) 000009 |( 8 ) 000032 |( )
|BANCROFT CONTRACTING CORP. |REED & REED INC. |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0370 606.1721 4.000 EA | 1100.00000 4400.00| 1000.00000 4000.00|
BRIDGE TRANSITION - TYPE 1 | | |
0380 606.265 1.000 EA | 55.00000 55.00| 50.00000 50.00|
TERMINAL END - SINGLE RAIL - GALVANIZED | | |
STEEL | | |
0390 606.35 6.000 EA | 35.00000 210.00| 30.00000 180.00|
GUARDRAIL DELINEATOR POST | | |
0400 606.55 23.000 M | 87.00000 2001.00| 80.00000 1840.00|
GUARDRAIL TYPE 3 - SINGLE RAIL | | |
0410 606.59 8.000 M | 87.00000 696.00| 80.00000 640.00|
GUARDRAIL TYPE 3 - 4.5 M RADIUS AND LES | | |
0420 606.76 3.000 EA | 1550.00000 4650.00| 1400.00000 4200.00|
MODIFIED ECCENTRIC LOADER TERMINAL | | |
0430 610.08 220.000 M3 | 60.00000 13200.00| 70.00000 15400.00|
PLAIN RIPRAP | | |
0440 615.07 30.000 M3 | 75.00000 2250.00| 30.00000 900.00|
LOAM | | |
0450 618.1401 10.000 UN | 20.00000 200.00| 18.00000 180.00|
SEEDING METHOD NUMBER 2 - PLAN QUANTITY | | |
0460 618.15 2.000 KG | 25.00000 50.00| 20.00000 40.00|
TEMPORARY SEEDING | | |
0470 619.1201 15.000 UN | 16.50000 247.50| 15.00000 225.00|
MULCH - PLAN QUANTITY | | |
0480 620.58 85.000 M2 | 2.50000 212.50| 2.00000 170.00|
EROSION CONTROL GEOTEXTILE | | |
0490 627.71 340.000 M | 1.80000 612.00| 2.00000 680.00|
100 MM WHITE PAVEMENT MARKING LINE | | |
0500 627.73 170.000 M | 3.60000 612.00| 2.50000 425.00|
100 MM YELLOW PAVEMENT MARKING LINE | | |
0510 627.78 170.000 M | 2.70000 459.00| 3.00000 510.00|
TEMPORARY 100 MM PAINTED PAVEMENT | | |
MARKING LINE, WHITE OR YELLOW | | |
0520 629.05 24.000 MH | 25.00000 600.00| 25.00000 600.00|
HAND LABOR, STRAIGHT TIME | | |
0530 631.12 24.000 HR | 105.00000 2520.00| 50.00000 1200.00|
ALL PURPOSE EXCAVATOR (INCLUDING | | |
OPERATOR) | | |
0540 631.14 24.000 HR | 120.00000 2880.00| 85.00000 2040.00|
GRADER (INCLUDING OPERATOR) | | |
0550 631.15 24.000 HR | 65.00000 1560.00| 50.00000 1200.00|
ROLLER, EARTH AND BASE COURSE | | |
(INCLUDING OPERATOR) | | |
LETTING DATE : 09/19/01 MAINE DEPARTMENT OF TRANSPORTATION DATE : 12/06/01
PAGE : 13
LOCATION : LEWISTON TABULATION OF BIDS
CONTRACT ID : 007727.00
=========
====================================================================================================================================
|( 7 ) 000009 |( 8 ) 000032 |( )
|BANCROFT CONTRACTING CORP. |REED & REED INC. |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0560 631.172 48.000 HR | 48.00000 2304.00| 45.00000 2160.00|
TRUCK - LARGE (INCLUDING OPERATOR) | | |
0570 631.36 24.000 MH | 47.50000 1140.00| 30.00000 720.00|
FOREMAN | | |
0580 637.071 LUMP| 2500.00000 2500.00| 2000.00000 2000.00|
DUST CONTROL | | |
0590 639.19 1.000 EA | 6000.00000 6000.00| 6500.00000 6500.00|
FIELD OFFICE TYPE B | | |
0600 652.31 5.000 EA | 60.00000 300.00| 100.00000 500.00|
TYPE I BARRICADE | | |
0610 652.312 5.000 EA | 295.00000 1475.00| 100.00000 500.00|
TYPE III BARRICADE | | |
0620 652.33 10.000 EA | 80.00000 800.00| 60.00000 600.00|
DRUM | | |
0630 652.34 15.000 EA | 25.00000 375.00| 15.00000 225.00|
CONE | | |
0640 652.35 40.000 M2 | 150.00000 6000.00| 150.00000 6000.00|
CONSTRUCTION SIGNS | | |
0650 652.361 100.000 LS | 3750.00000 3750.00| 4000.00000 4000.00|
MAINTENANCE OF TRAFFIC CONTROL DEVICES | | |
0660 652.38 150.000 MH | 16.00000 2400.00| 15.00000 2250.00|
FLAGGER | | |
0670 656.75 LUMP| 4000.00000 4000.00| 5000.00000 5000.00|
TEMPORARY SOIL EROSION AND WATER | | |
POLLUTION CONTROL | | |
0680 659.10 LUMP| 70000.00000 70000.00| 31000.00000 31000.00|
MOBILIZATION | | |
SECTION TOTALS | $ 534,814.00| $ 556,575.00| $ 0.00
------------------------------------------+----------------------------+----------------------------+-------------------------------
CONTRACT TOTALS | $ 534,814.00| $ 556,575.00| $
====================================================================================================================================