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LETTING DATE : 03/08/00 MAINE DEPARTMENT OF TRANSPORTATION DATE : 12/04/01
PAGE : 1
LOCATION : MEDFORD TABULATION OF BIDS
CONTRACT ID : 007912.00
=========
COMPLETION DATE : 11/01/00
PROJECT(S): 007912.00 COUNTIE(S) : PISCATAQUIS MAINE STATE DEPTARTMENT OF TRANSPORTATION
A TRUE COPY : __________________________
TITLE : __________________________
CONTRACT DESCRIPTION : A BRIDGE REPLACEMENT ATTEST : _______________________________
NOTARY PUBLIC
--------------------------------------------------------------------------------------------------------------------------
TOTAL % OVER
RANK VENDOR NO./NAME BID LOW BID
--------------------------------------------------------------------------------------------------------------------------
1 000416 T BUCK CONSTRUCTION INC. $ 412,188.14 100.0000%
2 000164 C P M CONSTRUCTORS $ 443,818.80 107.6738%
3 000063 WYMAN & SIMPSON, INC. $ 457,573.80 111.0109%
4 001177 ATLANTIC MECHANICAL, INC. $ 549,308.66 133.2665%
====================================================================================================================================
|( 1 ) 000416 |( 2 ) 000164 |( 3 ) 000063
|T BUCK CONSTRUCTION INC. |C P M CONSTRUCTORS |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 107.27 LUMP| 4096.00000 4096.00| 2500.00000 2500.00| 7000.00000 7000.00
TEMPORARY SOIL EROSION AND WATER | | |
POLLUTION CONTROL | | |
0020 202.19 100.000 LS | 12000.00000 12000.00| 30000.00000 30000.00| 40000.00000 40000.00
REMOVING EXISTING BRIDGE | | |
0030 203.20 565.000 M3 | 11.00000 6215.00| 30.00000 16950.00| 8.00000 4520.00
COMMON EXCAVATION | | |
0040 203.24 10.000 M3 | 9.00000 90.00| 7.00000 70.00| 15.00000 150.00
COMMON BORROW | | |
0050 203.25 85.000 M3 | 19.00000 1615.00| 6.00000 510.00| 17.00000 1445.00
GRANULAR BORROW | | |
0060 206.082 145.000 M3 | 25.00000 3625.00| 60.00000 8700.00| 22.00000 3190.00
STRUCTURAL EARTH EXCAVATION - MAJOR | | |
STRUCTURES | | |
0070 304.10 900.000 M3 | 15.50000 13950.00| 8.00000 7200.00| 17.00000 15300.00
AGGREGATE SUBBASE COURSE - GRAVEL | | |
0080 403.208 200.000 MG | 100.00000 20000.00| 90.00000 18000.00| 91.00000 18200.00
HOT MIX ASPHALT 12.5 MM NOMINAL MAX SIZ | | |
0090 403.210 30.000 MG | 100.00000 3000.00| 240.00000 7200.00| 254.00000 7620.00
HOT MIX ASPHALT 9.5 MM NOMINAL MAX SIZE | | |
0100 403.211 20.000 MG | 100.00000 2000.00| 290.00000 5800.00| 306.00000 6120.00
HOT MIX ASPHALT (SHIM) | | |
LETTING DATE : 03/08/00 MAINE DEPARTMENT OF TRANSPORTATION DATE : 12/04/01
PAGE : 2
LOCATION : MEDFORD TABULATION OF BIDS
CONTRACT ID : 007912.00
=========
====================================================================================================================================
|( 1 ) 000416 |( 2 ) 000164 |( 3 ) 000063
|T BUCK CONSTRUCTION INC. |C P M CONSTRUCTORS |WYMAN & SIMPSON, INC.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0110 409.15 100.000 L | 15.00000 1500.00| 1.00000 100.00| 2.00000 200.00
BITUMINOUS TACK COAT APPLIED | | |
0120 501.50 240.000 M | 120.00000 28800.00| 85.00000 20400.00| 104.00000 24960.00
STEEL H-BEAM PILES 132 KG/M, DELIVERED | | |
0130 501.501 240.000 M | 20.00000 4800.00| 20.00000 4800.00| 60.00000 14400.00
STEEL H-BEAM PILES 132 KG/M, IN PLACE | | |
0140 501.90 8.000 EA | 100.00000 800.00| 100.00000 800.00| 150.00000 1200.00
PILE TIPS | | |
0150 501.91 8.000 EA | 8.00000 64.00| 10.00000 80.00| 90.00000 720.00
PILE SPLICES | | |
0160 501.92 LUMP| 40000.00000 40000.00| 40000.00000 40000.00| 15000.00000 15000.00
PILE DRIVING EQUIPMENT MOBILIZATION | | |
0170 502.219 52.000 LS | 31000.00000 31000.00| 30000.00000 30000.00| 31000.00000 31000.00
STRUCTURAL CONCRETE, ABUTMENTS AND | | |
RETAINING WALLS | | |
0180 502.25 33.000 LS | 14500.00000 14500.00| 15000.00000 15000.00| 25000.00000 25000.00
STRUCTURAL CONCRETE SUPERSTRUCTURE SLAB | | |
0190 502.48 5.000 M3 | 1250.00000 6250.00| 800.00000 4000.00| 700.00000 3500.00
LOW PERMIABILITY CONCRETE | | |
0200 503.12 3012.000 KG | 0.90000 2710.80| 1.50000 4518.00| 1.20000 3614.40
REINFORCING STEEL, FABRICATED AND | | |
DELIVERED | | |
0210 503.13 3012.000 KG | 0.40000 1204.80| 1.00000 3012.00| 0.50000 1506.00
REINFORCING STEEL, PLACING | | |
0220 507.0811 26.000 LS | 9846.00000 9846.00| 13000.00000 13000.00| 12000.00000 12000.00
STEEL BRIDGE RAILING, 2 BAR | | |
0230 508.14 152.000 LS | 7280.00000 7280.00| 8000.00000 8000.00| 8500.00000 8500.00
HIGH PERFORMANCE WATERPROOFING MEMBRANE | | |
0240 511.07 LUMP| 6272.00000 6272.00| 10000.00000 10000.00| 14500.00000 14500.00
COFFERDAM: | | |
0250 514.06 1.000 EA | 300.00000 300.00| 750.00000 750.00| 700.00000 700.00
CURING BOX FOR CONCRETE CYLINDERS | | |
0260 515.21 70.000 LS | 400.00000 400.00| 500.00000 500.00| 1000.00000 1000.00
PROTECTIVE COATING FOR CONCRETE SURFACE | | |
0270 526.301 65.000 LS | 2600.00000 2600.00| 4000.00000 4000.00| 5000.00000 5000.00
TEMPORARY CONCRETE BARRIER TYPE I | | |
0280 526.34 4.000 EA | 1150.00000 4600.00| 1100.00000 4400.00| 1800.00000 7200.00
PERMANENT CONCRETE TRANSITION BARRIER | | |
0290 535.60 85.000 LS | 83000.00000 83000.00| 90000.00000 90000.00| 80000.00000 80000.00
PRESTRESSED STRUCTURAL CONCRETE SLAB | | |
0300 606.17 45.720 M | 32.00000 1463.04| 40.00000 1828.80| 45.00000 2057.40
GUARDRAIL TYPE 3B - SINGLE RAIL | | |
LETTING DATE : 03/08/00 MAINE DEPARTMENT OF TRANSPORTATION DATE : 12/04/01
PAGE : 3
LOCATION : MEDFORD TABULATION OF BIDS
CONTRACT ID : 007912.00
=========
====================================================================================================================================
|( 1 ) 000416 |( 2 ) 000164 |( 3 ) 000063
|T BUCK CONSTRUCTION INC. |C P M CONSTRUCTORS |WYMAN & SIMPSON, INC.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0310 606.1721 4.000 EA | 1000.00000 4000.00| 550.00000 2200.00| 600.00000 2400.00
BRIDGE TRANSITION - TYPE 1 | | |
0320 606.265 4.000 EA | 50.00000 200.00| 25.00000 100.00| 30.00000 120.00
TERMINAL END - SINGLE RAIL - GALVANIZED | | |
STEEL | | |
0330 606.35 6.000 EA | 30.00000 180.00| 25.00000 150.00| 30.00000 180.00
GUARDRAIL DELINEATOR POST | | |
0340 606.78 4.000 EA | 600.00000 2400.00| 450.00000 1800.00| 500.00000 2000.00
LOW VOLUME GUARDRAIL END - TYPE 3 | | |
0350 610.08 200.000 M3 | 33.50000 6700.00| 30.00000 6000.00| 50.00000 10000.00
PLAIN RIPRAP | | |
0360 610.18 40.000 M3 | 35.00000 1400.00| 12.00000 480.00| 40.00000 1600.00
STONE DITCH PROTECTION | | |
0370 613.319 600.000 M2 | 0.70000 420.00| 4.00000 2400.00| 2.50000 1500.00
TEMPORARY EROSION CONTROL BLANKET | | |
0380 615.07 75.000 M3 | 31.00000 2325.00| 16.00000 1200.00| 50.00000 3750.00
LOAM | | |
0390 617.30 110.000 M3 | 40.00000 4400.00| 28.00000 3080.00| 31.00000 3410.00
COMPOSTED BARK MIX | | |
0400 618.1401 15.000 UN | 50.00000 750.00| 55.00000 825.00| 60.00000 900.00
SEEDING METHOD NUMBER 2 - PLAN QUANTITY | | |
0410 618.25 10.000 M3 | 30.00000 300.00| 50.00000 500.00| 53.00000 530.00
APPLIED WATER | | |
0420 619.1201 15.000 UN | 72.50000 1087.50| 25.00000 375.00| 27.00000 405.00
MULCH - PLAN QUANTITY | | |
0430 620.58 240.000 M2 | 1.00000 240.00| 3.00000 720.00| 4.00000 960.00
EROSION CONTROL GEOTEXTILE | | |
0440 627.71 300.000 M | 0.80000 240.00| 1.00000 300.00| 1.00000 300.00
100 MM WHITE PAVEMENT MARKING LINE | | |
0450 627.73 150.000 M | 1.65000 247.50| 1.75000 262.50| 2.00000 300.00
100 MM YELLOW PAVEMENT MARKING LINE | | |
0460 627.75 10.000 M2 | 38.00000 380.00| 38.00000 380.00| 40.00000 400.00
WHITE OR YELLOW PAVEMENT AND CURB | | |
MARKING | | |
0470 627.77 10.000 M2 | 38.00000 380.00| 38.00000 380.00| 40.00000 400.00
REMOVING PAVEMENT MARKINGS | | |
0480 627.78 450.000 M | 1.65000 742.50| 1.75000 787.50| 2.00000 900.00
TEMPORARY 100 MM PAINTED PAVEMENT | | |
MARKING LINE, WHITE OR YELLOW | | |
0490 629.05 24.000 MH | 16.00000 384.00| 25.00000 600.00| 22.00000 528.00
HAND LABOR, STRAIGHT TIME | | |
LETTING DATE : 03/08/00 MAINE DEPARTMENT OF TRANSPORTATION DATE : 12/04/01
PAGE : 4
LOCATION : MEDFORD TABULATION OF BIDS
CONTRACT ID : 007912.00
=========
====================================================================================================================================
|( 1 ) 000416 |( 2 ) 000164 |( 3 ) 000063
|T BUCK CONSTRUCTION INC. |C P M CONSTRUCTORS |WYMAN & SIMPSON, INC.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0500 631.12 24.000 HR | 75.00000 1800.00| 65.00000 1560.00| 80.00000 1920.00
ALL PURPOSE EXCAVATOR (INCLUDING | | |
OPERATOR) | | |
0510 631.132 24.000 HR | 65.00000 1560.00| 45.00000 1080.00| 45.00000 1080.00
SMALL BULLDOZER (INCLUDING OPERATOR) | | |
0520 631.14 24.000 HR | 100.00000 2400.00| 50.00000 1200.00| 75.00000 1800.00
GRADER (INCLUDING OPERATOR) | | |
0530 631.15 24.000 HR | 50.00000 1200.00| 50.00000 1200.00| 40.00000 960.00
ROLLER, EARTH AND BASE COURSE | | |
(INCLUDING OPERATOR) | | |
0540 631.172 48.000 HR | 40.00000 1920.00| 35.00000 1680.00| 36.00000 1728.00
TRUCK - LARGE (INCLUDING OPERATOR) | | |
0550 631.36 24.000 MH | 20.00000 480.00| 30.00000 720.00| 30.00000 720.00
FOREMAN | | |
0560 637.07 100.000 M3 | 5.00000 500.00| 10.00000 1000.00| 15.00000 1500.00
SPRINKLING | | |
0570 637.08 2.500 MG | 400.00000 1000.00| 650.00000 1625.00| 500.00000 1250.00
CALCIUM CHLORIDE | | |
0580 639.19 1.000 EA | 2600.00000 2600.00| 4000.00000 4000.00| 3000.00000 3000.00
FIELD OFFICE TYPE B | | |
0590 652.31 10.000 EA | 75.00000 750.00| 50.00000 500.00| 55.00000 550.00
TYPE I BARRICADE | | |
0600 652.312 4.000 EA | 150.00000 600.00| 150.00000 600.00| 200.00000 800.00
TYPE III BARRICADE | | |
0610 652.33 20.000 EA | 60.00000 1200.00| 50.00000 1000.00| 30.00000 600.00
DRUM | | |
0620 652.34 20.000 EA | 20.00000 400.00| 20.00000 400.00| 20.00000 400.00
CONE | | |
0630 652.35 55.000 M2 | 100.00000 5500.00| 90.00000 4950.00| 85.00000 4675.00
CONSTRUCTION SIGNS | | |
0640 652.361 160.000 LS | 3200.00000 3200.00| 500.00000 500.00| 2000.00000 2000.00
MAINTENANCE OF TRAFFIC CONTROL DEVICES | | |
0650 652.38 160.000 MH | 11.25000 1800.00| 12.00000 1920.00| 13.00000 2080.00
FLAGGER | | |
0660 656.55 20.000 M3 | 11.00000 220.00| 20.00000 400.00| 25.00000 500.00
DUMPED STONE | | |
0670 657.24 15.000 UN | 20.00000 300.00| 55.00000 825.00| 55.00000 825.00
SEEDING PITS | | |
0680 659.10 LUMP| 44000.00000 44000.00| 44000.00000 44000.00| 45000.00000 45000.00
MOBILIZATION | | |
SECTION TOTALS | $ 412,188.14| $ 443,818.80| $ 457,573.80
------------------------------------------+----------------------------+----------------------------+-------------------------------
CONTRACT TOTALS | $ 412,188.14| $ 443,818.80| $ 457,573.80
====================================================================================================================================
LETTING DATE : 03/08/00 MAINE DEPARTMENT OF TRANSPORTATION DATE : 12/04/01
PAGE : 5
LOCATION : MEDFORD TABULATION OF BIDS
CONTRACT ID : 007912.00
=========
====================================================================================================================================
|( 4 ) 001177 |( ) |( )
|ATLANTIC MECHANICAL, INC. | |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0001 BRIDGE ITEMS
| | |
0010 107.27 LUMP| 7000.00000 7000.00| |
TEMPORARY SOIL EROSION AND WATER | | |
POLLUTION CONTROL | | |
0020 202.19 100.000 LS | 39790.00000 39790.00| |
REMOVING EXISTING BRIDGE | | |
0030 203.20 565.000 M3 | 21.00000 11865.00| |
COMMON EXCAVATION | | |
0040 203.24 10.000 M3 | 20.00000 200.00| |
COMMON BORROW | | |
0050 203.25 85.000 M3 | 16.50000 1402.50| |
GRANULAR BORROW | | |
0060 206.082 145.000 M3 | 41.00000 5945.00| |
STRUCTURAL EARTH EXCAVATION - MAJOR | | |
STRUCTURES | | |
0070 304.10 900.000 M3 | 18.00000 16200.00| |
AGGREGATE SUBBASE COURSE - GRAVEL | | |
0080 403.208 200.000 MG | 150.00000 30000.00| |
HOT MIX ASPHALT 12.5 MM NOMINAL MAX SIZ | | |
0090 403.210 30.000 MG | 150.00000 4500.00| |
HOT MIX ASPHALT 9.5 MM NOMINAL MAX SIZE | | |
0100 403.211 20.000 MG | 150.00000 3000.00| |
HOT MIX ASPHALT (SHIM) | | |
0110 409.15 100.000 L | 18.75000 1875.00| |
BITUMINOUS TACK COAT APPLIED | | |
0120 501.50 240.000 M | 90.85000 21804.00| |
STEEL H-BEAM PILES 132 KG/M, DELIVERED | | |
0130 501.501 240.000 M | 29.90000 7176.00| |
STEEL H-BEAM PILES 132 KG/M, IN PLACE | | |
0140 501.90 8.000 EA | 125.00000 1000.00| |
PILE TIPS | | |
0150 501.91 8.000 EA | 50.00000 400.00| |
PILE SPLICES | | |
0160 501.92 LUMP| 22000.00000 22000.00| |
PILE DRIVING EQUIPMENT MOBILIZATION | | |
0170 502.219 52.000 LS | 32375.00000 32375.00| |
STRUCTURAL CONCRETE, ABUTMENTS AND | | |
RETAINING WALLS | | |
0180 502.25 33.000 LS | 27480.00000 27480.00| |
STRUCTURAL CONCRETE SUPERSTRUCTURE SLAB | | |
LETTING DATE : 03/08/00 MAINE DEPARTMENT OF TRANSPORTATION DATE : 12/04/01
PAGE : 6
LOCATION : MEDFORD TABULATION OF BIDS
CONTRACT ID : 007912.00
=========
====================================================================================================================================
|( 4 ) 001177 |( ) |( )
|ATLANTIC MECHANICAL, INC. | |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0190 502.48 5.000 M3 | 7000.00000 35000.00| |
LOW PERMIABILITY CONCRETE | | |
0200 503.12 3012.000 KG | 1.80000 5421.60| |
REINFORCING STEEL, FABRICATED AND | | |
DELIVERED | | |
0210 503.13 3012.000 KG | 3.10000 9337.20| |
REINFORCING STEEL, PLACING | | |
0220 507.0811 26.000 LS | 12188.00000 12188.00| |
STEEL BRIDGE RAILING, 2 BAR | | |
0230 508.14 152.000 LS | 5768.00000 5768.00| |
HIGH PERFORMANCE WATERPROOFING MEMBRANE | | |
0240 511.07 LUMP| 10000.00000 10000.00| |
COFFERDAM: | | |
0250 514.06 1.000 EA | 600.00000 600.00| |
CURING BOX FOR CONCRETE CYLINDERS | | |
0260 515.21 70.000 LS | 355.00000 355.00| |
PROTECTIVE COATING FOR CONCRETE SURFACE | | |
0270 526.301 65.000 LS | 4875.00000 4875.00| |
TEMPORARY CONCRETE BARRIER TYPE I | | |
0280 526.34 4.000 EA | 2520.00000 10080.00| |
PERMANENT CONCRETE TRANSITION BARRIER | | |
0290 535.60 85.000 LS | 94000.00000 94000.00| |
PRESTRESSED STRUCTURAL CONCRETE SLAB | | |
0300 606.17 45.720 M | 38.00000 1737.36| |
GUARDRAIL TYPE 3B - SINGLE RAIL | | |
0310 606.1721 4.000 EA | 1200.00000 4800.00| |
BRIDGE TRANSITION - TYPE 1 | | |
0320 606.265 4.000 EA | 62.50000 250.00| |
TERMINAL END - SINGLE RAIL - GALVANIZED | | |
STEEL | | |
0330 606.35 6.000 EA | 40.00000 240.00| |
GUARDRAIL DELINEATOR POST | | |
0340 606.78 4.000 EA | 750.00000 3000.00| |
LOW VOLUME GUARDRAIL END - TYPE 3 | | |
0350 610.08 200.000 M3 | 78.00000 15600.00| |
PLAIN RIPRAP | | |
0360 610.18 40.000 M3 | 78.00000 3120.00| |
STONE DITCH PROTECTION | | |
0370 613.319 600.000 M2 | 5.00000 3000.00| |
TEMPORARY EROSION CONTROL BLANKET | | |
0380 615.07 75.000 M3 | 78.00000 5850.00| |
LOAM | | |
LETTING DATE : 03/08/00 MAINE DEPARTMENT OF TRANSPORTATION DATE : 12/04/01
PAGE : 7
LOCATION : MEDFORD TABULATION OF BIDS
CONTRACT ID : 007912.00
=========
====================================================================================================================================
|( 4 ) 001177 |( ) |( )
|ATLANTIC MECHANICAL, INC. | |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0390 617.30 110.000 M3 | 62.50000 6875.00| |
COMPOSTED BARK MIX | | |
0400 618.1401 15.000 UN | 188.00000 2820.00| |
SEEDING METHOD NUMBER 2 - PLAN QUANTITY | | |
0410 618.25 10.000 M3 | 125.00000 1250.00| |
APPLIED WATER | | |
0420 619.1201 15.000 UN | 100.00000 1500.00| |
MULCH - PLAN QUANTITY | | |
0430 620.58 240.000 M2 | 6.25000 1500.00| |
EROSION CONTROL GEOTEXTILE | | |
0440 627.71 300.000 M | 1.10000 330.00| |
100 MM WHITE PAVEMENT MARKING LINE | | |
0450 627.73 150.000 M | 2.10000 315.00| |
100 MM YELLOW PAVEMENT MARKING LINE | | |
0460 627.75 10.000 M2 | 48.00000 480.00| |
WHITE OR YELLOW PAVEMENT AND CURB | | |
MARKING | | |
0470 627.77 10.000 M2 | 48.00000 480.00| |
REMOVING PAVEMENT MARKINGS | | |
0480 627.78 450.000 M | 2.10000 945.00| |
TEMPORARY 100 MM PAINTED PAVEMENT | | |
MARKING LINE, WHITE OR YELLOW | | |
0490 629.05 24.000 MH | 30.00000 720.00| |
HAND LABOR, STRAIGHT TIME | | |
0500 631.12 24.000 HR | 120.00000 2880.00| |
ALL PURPOSE EXCAVATOR (INCLUDING | | |
OPERATOR) | | |
0510 631.132 24.000 HR | 80.00000 1920.00| |
SMALL BULLDOZER (INCLUDING OPERATOR) | | |
0520 631.14 24.000 HR | 100.00000 2400.00| |
GRADER (INCLUDING OPERATOR) | | |
0530 631.15 24.000 HR | 80.00000 1920.00| |
ROLLER, EARTH AND BASE COURSE | | |
(INCLUDING OPERATOR) | | |
0540 631.172 48.000 HR | 50.00000 2400.00| |
TRUCK - LARGE (INCLUDING OPERATOR) | | |
0550 631.36 24.000 MH | 35.00000 840.00| |
FOREMAN | | |
0560 637.07 100.000 M3 | 25.00000 2500.00| |
SPRINKLING | | |
0570 637.08 2.500 MG | 660.00000 1650.00| |
CALCIUM CHLORIDE | | |
LETTING DATE : 03/08/00 MAINE DEPARTMENT OF TRANSPORTATION DATE : 12/04/01
PAGE : 8
LOCATION : MEDFORD TABULATION OF BIDS
CONTRACT ID : 007912.00
=========
====================================================================================================================================
|( 4 ) 001177 |( ) |( )
|ATLANTIC MECHANICAL, INC. | |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0580 639.19 1.000 EA | 4200.00000 4200.00| |
FIELD OFFICE TYPE B | | |
0590 652.31 10.000 EA | 53.00000 530.00| |
TYPE I BARRICADE | | |
0600 652.312 4.000 EA | 186.00000 744.00| |
TYPE III BARRICADE | | |
0610 652.33 20.000 EA | 62.00000 1240.00| |
DRUM | | |
0620 652.34 20.000 EA | 17.00000 340.00| |
CONE | | |
0630 652.35 55.000 M2 | 94.00000 5170.00| |
CONSTRUCTION SIGNS | | |
0640 652.361 160.000 LS | 3000.00000 3000.00| |
MAINTENANCE OF TRAFFIC CONTROL DEVICES | | |
0650 652.38 160.000 MH | 25.00000 4000.00| |
FLAGGER | | |
0660 656.55 20.000 M3 | 31.25000 625.00| |
DUMPED STONE | | |
0670 657.24 15.000 UN | 100.00000 1500.00| |
SEEDING PITS | | |
0680 659.10 LUMP| 35000.00000 35000.00| |
MOBILIZATION | | |
SECTION TOTALS | $ 549,308.66| $ 0.00| $ 0.00
------------------------------------------+----------------------------+----------------------------+-------------------------------
CONTRACT TOTALS | $ 549,308.66| $ 0.00| $
====================================================================================================================================