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LETTING DATE : 03/15/00 MAINE DEPARTMENT OF TRANSPORTATION DATE : 12/04/01
PAGE : 1
LOCATION : CARTHAGE TABULATION OF BIDS
CONTRACT ID : 007713.00
=========
COMPLETION DATE : 10/06/00
PROJECT(S): STP-BH-7713(00)X COUNTIE(S) : FRANKLIN MAINE STATE DEPTARTMENT OF TRANSPORTATION
A TRUE COPY : __________________________
TITLE : __________________________
CONTRACT DESCRIPTION : BRIDGE REHABILITATION ATTEST : _______________________________
NOTARY PUBLIC
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TOTAL % OVER
RANK VENDOR NO./NAME BID LOW BID
--------------------------------------------------------------------------------------------------------------------------
1 000272 A & V CONSTRUCTION, CORP. $ 413,947.50 100.0000%
2 000164 C P M CONSTRUCTORS $ 508,595.00 122.8646%
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|( 1 ) 000272 |( 2 ) 000164 |( )
|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 107.27 LUMP| 5000.00000 5000.00| 2500.00000 2500.00|
TEMPORARY SOIL EROSION AND WATER | | |
POLLUTION CONTROL | | |
0020 201.23 1.000 EA | 500.00000 500.00| 550.00000 550.00|
REMOVING SINGLE TREE TOP ONLY | | |
0030 201.24 1.000 EA | 150.00000 150.00| 300.00000 300.00|
REMOVING STUMP | | |
0040 202.11 190.000 M2 | 60.00000 11400.00| 200.00000 38000.00|
REMOVING PORTLAND CEMENT CONCRETE | | |
PAVEMENT | | |
0050 202.121 11.000 LS | 6000.00000 6000.00| 10000.00000 10000.00|
REMOVING EXISTING CONCRETE | | |
0060 202.127 190.000 LS | 4000.00000 4000.00| 3000.00000 3000.00|
REMOVE EXISTING BITUMINOUS PAVEMENT | | |
0070 202.128 16.000 LS | 15000.00000 15000.00| 10000.00000 10000.00|
REMOVE CONCRETE CURBS AND SIDEWALKS | | |
0080 202.14 57.000 M | 50.00000 2850.00| 100.00000 5700.00|
REMOVING EXISTING RAILINGS (PROPERTY OF | | |
CONTRACTOR) | | |
0090 203.20 1250.000 M3 | 6.00000 7500.00| 8.00000 10000.00|
COMMON EXCAVATION | | |
0100 304.10 1100.000 M3 | 15.00000 16500.00| 22.00000 24200.00|
AGGREGATE SUBBASE COURSE - GRAVEL | | |
LETTING DATE : 03/15/00 MAINE DEPARTMENT OF TRANSPORTATION DATE : 12/04/01
PAGE : 2
LOCATION : CARTHAGE TABULATION OF BIDS
CONTRACT ID : 007713.00
=========
====================================================================================================================================
|( 1 ) 000272 |( 2 ) 000164 |( )
|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
------------------------------------------+----------------------------+----------------------------+-------------------------------
0110 403.207 184.000 MG | 75.00000 13800.00| 65.00000 11960.00|
HOT MIX ASPHALT 19.0 MM NOMINAL MAX SIZ | | |
0120 403.208 252.000 MG | 75.00000 18900.00| 65.00000 16380.00|
HOT MIX ASPHALT 12.5 MM NOMINAL MAX SIZ | | |
0130 403.210 37.000 MG | 90.00000 3330.00| 70.00000 2590.00|
HOT MIX ASPHALT 9.5 MM NOMINAL MAX SIZE | | |
0140 409.15 120.000 L | 5.00000 600.00| 6.00000 720.00|
BITUMINOUS TACK COAT APPLIED | | |
0150 502.219 41.000 LS | 35000.00000 35000.00| 50000.00000 50000.00|
STRUCTURAL CONCRETE, ABUTMENTS AND | | |
RETAINING WALLS | | |
0160 502.239 5.000 LS | 20000.00000 20000.00| 15000.00000 15000.00|
STRUCTURAL CONCRETE PIERS | | |
0170 502.25 46.000 LS | 14000.00000 14000.00| 75000.00000 75000.00|
STRUCTURAL CONCRETE SUPERSTRUCTURE SLAB | | |
0180 502.27 63.000 LS | 65000.00000 65000.00| 45000.00000 45000.00|
STRUCTURAL CONCRETE SUPERSTRUCTURE | | |
T-BEAM TYPE | | |
0190 502.49 8.000 LS | 5500.00000 5500.00| 10000.00000 10000.00|
STRUCTURAL CONCRETE CURBS AND SIDEWALKS | | |
0200 503.12 7200.000 KG | 1.50000 10800.00| 1.00000 7200.00|
REINFORCING STEEL, FABRICATED AND | | |
DELIVERED | | |
0210 503.13 7200.000 KG | 1.50000 10800.00| 1.00000 7200.00|
REINFORCING STEEL, PLACING | | |
0220 507.0811 27.500 LS | 7000.00000 7000.00| 11000.00000 11000.00|
STEEL BRIDGE RAILING, 2 BAR | | |
0230 507.0831 27.500 LS | 10000.00000 10000.00| 16000.00000 16000.00|
STEEL BRIDGE RAILING, 4 BAR | | |
0240 508.13 255.000 LS | 3000.00000 3000.00| 3000.00000 3000.00|
MEMBRANE WATERPROOFING | | |
0250 511.07 LUMP| 6000.00000 6000.00| 7000.00000 7000.00|
COFFERDAM: #1 #1 | | |
0260 511.07 LUMP| 6000.00000 6000.00| 7000.00000 7000.00|
COFFERDAM: #2 #2 | | |
0270 514.06 1.000 EA | 700.00000 700.00| 750.00000 750.00|
CURING BOX FOR CONCRETE CYLINDERS | | |
0280 515.21 100.000 LS | 700.00000 700.00| 500.00000 500.00|
PROTECTIVE COATING FOR CONCRETE SURFACE | | |
0290 526.301 80.000 LS | 7000.00000 7000.00| 4000.00000 4000.00|
TEMPORARY CONCRETE BARRIER TYPE I | | |
LETTING DATE : 03/15/00 MAINE DEPARTMENT OF TRANSPORTATION DATE : 12/04/01
PAGE : 3
LOCATION : CARTHAGE TABULATION OF BIDS
CONTRACT ID : 007713.00
=========
====================================================================================================================================
|( 1 ) 000272 |( 2 ) 000164 |( )
|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
------------------------------------------+----------------------------+----------------------------+-------------------------------
0300 526.34 4.000 EA | 1200.00000 4800.00| 1500.00000 6000.00|
PERMANENT CONCRETE TRANSITION BARRIER | | |
0310 606.1721 4.000 EA | 1100.00000 4400.00| 1000.00000 4000.00|
BRIDGE TRANSITION - TYPE 1 | | |
0320 606.265 1.000 EA | 40.00000 40.00| 45.00000 45.00|
TERMINAL END - SINGLE RAIL - GALVANIZED | | |
STEEL | | |
0330 606.35 6.000 EA | 25.00000 150.00| 50.00000 300.00|
GUARDRAIL DELINEATOR POST | | |
0340 606.55 60.000 M | 65.00000 3900.00| 25.00000 1500.00|
GUARDRAIL TYPE 3 - SINGLE RAIL | | |
0350 606.60 8.000 M | 65.00000 520.00| 25.00000 200.00|
GUARDRAIL TYPE 3 - OVER 4.5 METER RADIU | | |
0360 606.76 3.000 EA | 1700.00000 5100.00| 1200.00000 3600.00|
MODIFIED ECCENTRIC LOADER TERMINAL | | |
0370 607.10 35.000 M | 16.00000 560.00| 45.00000 1575.00|
BARBED WIRE FENCE - WOOD POSTS | | |
0380 610.08 54.000 M3 | 50.00000 2700.00| 40.00000 2160.00|
PLAIN RIPRAP | | |
0390 615.07 43.000 M3 | 25.00000 1075.00| 65.00000 2795.00|
LOAM | | |
0400 618.13 4.000 UN | 50.00000 200.00| 80.00000 320.00|
SEEDING METHOD NUMBER 1 | | |
0410 618.14 6.000 UN | 50.00000 300.00| 60.00000 360.00|
SEEDING METHOD NUMBER 2 | | |
0420 619.12 10.000 UN | 25.00000 250.00| 22.00000 220.00|
MULCH | | |
0430 620.58 60.000 M2 | 3.00000 180.00| 2.00000 120.00|
EROSION CONTROL GEOTEXTILE | | |
0440 627.71 330.000 M | 1.50000 495.00| 1.50000 495.00|
100 MM WHITE PAVEMENT MARKING LINE | | |
0450 627.73 165.000 M | 4.00000 660.00| 3.00000 495.00|
100 MM YELLOW PAVEMENT MARKING LINE | | |
0460 627.78 165.000 M | 2.50000 412.50| 3.00000 495.00|
TEMPORARY 100 MM PAINTED PAVEMENT | | |
MARKING LINE, WHITE OR YELLOW | | |
0470 629.05 20.000 MH | 25.00000 500.00| 25.00000 500.00|
HAND LABOR, STRAIGHT TIME | | |
0480 631.12 10.000 HR | 90.00000 900.00| 65.00000 650.00|
ALL PURPOSE EXCAVATOR (INCLUDING | | |
OPERATOR) | | |
LETTING DATE : 03/15/00 MAINE DEPARTMENT OF TRANSPORTATION DATE : 12/04/01
PAGE : 4
LOCATION : CARTHAGE TABULATION OF BIDS
CONTRACT ID : 007713.00
=========
====================================================================================================================================
|( 1 ) 000272 |( 2 ) 000164 |( )
|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
------------------------------------------+----------------------------+----------------------------+-------------------------------
0490 631.132 10.000 HR | 55.00000 550.00| 55.00000 550.00|
SMALL BULLDOZER (INCLUDING OPERATOR) | | |
0500 631.14 10.000 HR | 90.00000 900.00| 85.00000 850.00|
GRADER (INCLUDING OPERATOR) | | |
0510 631.15 10.000 HR | 50.00000 500.00| 45.00000 450.00|
ROLLER, EARTH AND BASE COURSE | | |
(INCLUDING OPERATOR) | | |
0520 631.172 10.000 HR | 50.00000 500.00| 45.00000 450.00|
TRUCK - LARGE (INCLUDING OPERATOR) | | |
0530 631.22 10.000 HR | 60.00000 600.00| 55.00000 550.00|
FRONT END LOADER (INCLUDING OPERATOR) | | |
0540 637.071 LUMP| 3000.00000 3000.00| 1200.00000 1200.00|
DUST CONTROL | | |
0550 639.19 1.000 EA | 5000.00000 5000.00| 4500.00000 4500.00|
FIELD OFFICE TYPE B | | |
0560 643.72 LUMP| 16500.00000 16500.00| 15000.00000 15000.00|
TEMPORARY TRAFFIC SIGNAL | | |
0570 652.31 10.000 EA | 60.00000 600.00| 50.00000 500.00|
TYPE I BARRICADE | | |
0580 652.312 4.000 EA | 350.00000 1400.00| 155.00000 620.00|
TYPE III BARRICADE | | |
0590 652.33 10.000 EA | 75.00000 750.00| 52.00000 520.00|
DRUM | | |
0600 652.34 15.000 EA | 15.00000 225.00| 15.00000 225.00|
CONE | | |
0610 652.35 40.000 M2 | 75.00000 3000.00| 100.00000 4000.00|
CONSTRUCTION SIGNS | | |
0620 652.361 130.000 LS | 4000.00000 4000.00| 2000.00000 2000.00|
MAINTENANCE OF TRAFFIC CONTROL DEVICES | | |
0630 652.38 150.000 MH | 15.00000 2250.00| 12.00000 1800.00|
FLAGGER | | |
0640 659.10 LUMP| 40000.00000 40000.00| 55000.00000 55000.00|
MOBILIZATION | | |
SECTION TOTALS | $ 413,947.50| $ 508,595.00| $ 0.00
------------------------------------------+----------------------------+----------------------------+-------------------------------
CONTRACT TOTALS | $ 413,947.50| $ 508,595.00| $
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