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LETTING DATE : 04/13/05 MAINE DEPARTMENT OF TRANSPORTATION DATE : 04/13/05
PAGE : 1
COUNTIE(S): OXFORD TABULATION OF BIDS
CONTRACT ID : 011070.00 COMPLETION DATE : 11/01/05
=========
PROJECT(S): BR -A107(000)X LOCATION(S): NEWRY MAINE STATE DEPARTMENT OF TRANSPORTATION
A TRUE COPY : __________________________
TITLE : __________________________
ATTEST : ____________________________ CONTRACT DESCRIPTION : NEWRY, BRIDGE REPLACEMENT NOTARY PUBLIC
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TOTAL % OVER
RANK VENDOR NO./NAME BID LOW BID
--------------------------------------------------------------------------------------------------------------------------
1 001954 TECHNICAL CONSTRUCTION INC. $ 618,802.00 100.0000%
2 000416 T BUCK CONSTRUCTION INC. $ 618,888.00 100.0139%
3 000032 REED & REED, INC. $ 633,569.00 102.3864%
4 000164 C P M CONSTRUCTORS $ 676,110.00 109.2611%
====================================================================================================================================
|( 1 ) 001954 |( 2 ) 000416 |( 3 ) 000032
|TECHNICAL CONSTRUCTION INC. |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 ITEMS
| | |
0010 202.19 110.000 LS | 50000.00000 50000.00| 70000.00000 70000.00| 35000.00000 35000.00
REMOVING EXISTING BRIDGE | | |
0020 203.20 1550.000 CY | 11.00000 17050.00| 10.00000 15500.00| 8.00000 12400.00
COMMON EXCAVATION | | |
0030 203.24 15.000 CY | 17.00000 255.00| 15.00000 225.00| 20.00000 300.00
COMMON BORROW | | |
0040 203.25 210.000 CY | 24.00000 5040.00| 25.00000 5250.00| 14.00000 2940.00
GRANULAR BORROW | | |
0050 206.082 310.000 CY | 13.00000 4030.00| 25.00000 7750.00| 12.00000 3720.00
STRUCTURAL EARTH EXCAVATION - MAJOR | | |
STRUCTURES | | |
0060 206.092 20.000 CY | 200.00000 4000.00| 150.00000 3000.00| 150.00000 3000.00
STRUCTURAL ROCK EXCAVATION - MAJOR | | |
STRUCTURES | | |
0070 304.10 1800.000 CY | 17.00000 30600.00| 18.75000 33750.00| 18.00000 32400.00
AGGREGATE SUBBASE COURSE - GRAVEL | | |
0080 403.210 170.000 T | 120.00000 20400.00| 112.00000 19040.00| 112.00000 19040.00
HOT MIX ASPHALT 9.5 MM HMA | | |
0090 403.213 245.000 T | 110.00000 26950.00| 108.00000 26460.00| 108.00000 26460.00
HOT MIX ASPHALT 12.5 MM HMA BASE | | |
0100 409.15 27.000 G | 20.00000 540.00| 20.00000 540.00| 20.00000 540.00
BITUMINOUS TACK COAT APPLIED | | |
LETTING DATE : 04/13/05 MAINE DEPARTMENT OF TRANSPORTATION DATE : 04/13/05
PAGE : 2
COUNTIE(S): OXFORD TABULATION OF BIDS
CONTRACT ID : 011070.00
=========
====================================================================================================================================
|( 1 ) 001954 |( 2 ) 000416 |( 3 ) 000032
|TECHNICAL CONSTRUCTION INC. |T BUCK CONSTRUCTION INC. |REED & REED INC.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0110 502.21 130.000 CY | 380.00000 49400.00| 480.00000 62400.00| 1000.00000 130000.00
STRUCTURAL CONCRETE, ABUTMENTS AND | | |
RETAINING WALLS | | |
0120 502.25 27.000 LS | 21100.00000 21100.00| 18000.00000 18000.00| 38000.00000 38000.00
STRUCTURAL CONCRETE SUPERSTRUCTURE SLAB | | |
0130 502.31 22.000 LS | 6900.00000 6900.00| 5000.00000 5000.00| 8000.00000 8000.00
STRUCTURAL CONCRETE APPROACH SLABS | | |
0140 502.49 5.000 LS | 6000.00000 6000.00| 5000.00000 5000.00| 7000.00000 7000.00
STRUCTURAL CONCRETE CURBS AND SIDEWALK | | |
0150 503.12 22000.000 LB | 0.50000 11000.00| 0.50000 11000.00| 0.44000 9680.00
REINFORCING STEEL, FABRICATED AND | | |
DELIVERED | | |
0160 503.13 22000.000 LB | 0.60000 13200.00| 0.65000 14300.00| 0.70000 15400.00
REINFORCING STEEL, PLACING | | |
0170 507.0811 LUMP| 20100.00000 20100.00| 22000.00000 22000.00| 16000.00000 16000.00
STEEL BRIDGE RAILING, 2 BAR | | |
0180 507.0812 4.000 EA | 2700.00000 10800.00| 1900.00000 7600.00| 1800.00000 7200.00
STEEL APPROACH RAILING : 2-BAR | | |
0190 508.13 165.000 LS | 4500.00000 4500.00| 4500.00000 4500.00| 4000.00000 4000.00
MEMBRANE WATERPROOFING | | |
0200 510.10 LUMP| 78500.00000 78500.00| 71000.00000 71000.00| 70000.00000 70000.00
SPECIAL DETOUR_____ROADWAY WIDTH | | |
VEHICULAR & PEDESTRIAN TRAFFIC NOT | | |
SEPARATED | | |
0210 511.07 LUMP| 2100.00000 2100.00| 2450.00000 2450.00| 12000.00000 12000.00
COFFERDAM: Abutment Wings | | |
0220 512.081 140.000 LS | 2200.00000 2200.00| 4000.00000 4000.00| 2500.00000 2500.00
FRENCH DRAINS | | |
0230 514.06 1.000 EA | 610.00000 610.00| 1200.00000 1200.00| 1000.00000 1000.00
CURING BOX FOR CONCRETE CYLINDERS | | |
0240 515.21 60.000 LS | 220.00000 220.00| 500.00000 500.00| 750.00000 750.00
PROTECTIVE COATING FOR CONCRETE SURFACE | | |
0250 535.60 62.000 LS | 95300.00000 95300.00| 70500.00000 70500.00| 85000.00000 85000.00
PRESTRESSED STRUCTURAL CONCRETE SLAB | | |
0260 606.1722 4.000 EA | 1100.00000 4400.00| 950.00000 3800.00| 1100.00000 4400.00
BRIDGE TRANSITION - TYPE 2 | | |
0270 606.35 6.000 EA | 30.00000 180.00| 35.00000 210.00| 30.00000 180.00
GUARDRAIL DELINEATOR POST | | |
0280 606.79 4.000 EA | 2100.00000 8400.00| 2600.00000 10400.00| 2100.00000 8400.00
GUARDRAIL 350 FLARED TERMINAL | | |
0290 610.16 60.000 CY | 63.00000 3780.00| 50.00000 3000.00| 65.00000 3900.00
HEAVY RIPRAP | | |
LETTING DATE : 04/13/05 MAINE DEPARTMENT OF TRANSPORTATION DATE : 04/13/05
PAGE : 3
COUNTIE(S): OXFORD TABULATION OF BIDS
CONTRACT ID : 011070.00
=========
====================================================================================================================================
|( 1 ) 001954 |( 2 ) 000416 |( 3 ) 000032
|TECHNICAL CONSTRUCTION INC. |T BUCK CONSTRUCTION INC. |REED & REED INC.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0300 615.07 35.000 CY | 46.00000 1610.00| 50.00000 1750.00| 35.00000 1225.00
LOAM | | |
0310 618.1401 5.000 UN | 56.00000 280.00| 55.00000 275.00| 55.00000 275.00
SEEDING METHOD NUMBER 2 - PLAN QUANTITY | | |
0320 619.1201 5.000 UN | 46.00000 230.00| 45.00000 225.00| 45.00000 225.00
MULCH - PLAN QUANTITY | | |
0330 619.1401 65.000 CY | 42.00000 2730.00| 42.00000 2730.00| 40.00000 2600.00
EROSION CONTROL MIX | | |
0340 620.58 125.000 SY | 3.00000 375.00| 5.00000 625.00| 6.00000 750.00
EROSION CONTROL GEOTEXTILE | | |
0350 627.711 1620.000 LF | 0.60000 972.00| 0.65000 1053.00| 0.70000 1134.00
WHITE OR YELLOW PAINTED PAVEMENT | | |
MARKING LINE (PLAN QUANTITY) | | |
0360 629.05 40.000 HR | 25.00000 1000.00| 32.00000 1280.00| 25.00000 1000.00
HAND LABOR, STRAIGHT TIME | | |
0370 631.12 20.000 HR | 110.00000 2200.00| 105.00000 2100.00| 60.00000 1200.00
ALL PURPOSE EXCAVATOR (INCLUDING | | |
OPERATOR) | | |
0380 631.15 10.000 HR | 75.00000 750.00| 65.00000 650.00| 50.00000 500.00
ROLLER, EARTH AND BASE COURSE | | |
(INCLUDING OPERATOR ) | | |
0390 631.172 10.000 HR | 50.00000 500.00| 55.00000 550.00| 45.00000 450.00
TRUCK - LARGE (INCLUDING OPERATOR) | | |
0400 637.071 LUMP| 1700.00000 1700.00| 1300.00000 1300.00| 3000.00000 3000.00
DUST CONTROL | | |
0410 639.18 1.000 EA | 5000.00000 5000.00| 6500.00000 6500.00| 4000.00000 4000.00
FIELD OFFICE TYPE A | | |
0420 643.72 LUMP| 15100.00000 15100.00| 15000.00000 15000.00| 13000.00000 13000.00
TEMPORARY TRAFFIC SIGNAL | | |
0430 652.39 LUMP| 20400.00000 20400.00| 22250.00000 22250.00| 5000.00000 5000.00
WORK ZONE TRAFFIC CONTROL | | |
0440 656.75 LUMP| 8400.00000 8400.00| 5200.00000 5200.00| 5000.00000 5000.00
TEMPORARY SOIL EROSION AND WATER | | |
POLLUTION CONTROL | | |
0450 659.10 LUMP| 60000.00000 60000.00| 59025.00000 59025.00| 35000.00000 35000.00
MOBILIZATION | | |
SECTION TOTALS | $ 618,802.00| $ 618,888.00| $ 633,569.00
------------------------------------------+----------------------------+----------------------------+-------------------------------
CONTRACT TOTALS | $ 618,802.00| $ 618,888.00| $ 633,569.00
====================================================================================================================================
LETTING DATE : 04/13/05 MAINE DEPARTMENT OF TRANSPORTATION DATE : 04/13/05
PAGE : 4
COUNTIE(S): OXFORD TABULATION OF BIDS
CONTRACT ID : 011070.00
=========
====================================================================================================================================
|( 4 ) 000164 |( ) |( )
|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 202.19 110.000 LS | 90000.00000 90000.00| |
REMOVING EXISTING BRIDGE | | |
0020 203.20 1550.000 CY | 8.00000 12400.00| |
COMMON EXCAVATION | | |
0030 203.24 15.000 CY | 30.00000 450.00| |
COMMON BORROW | | |
0040 203.25 210.000 CY | 35.00000 7350.00| |
GRANULAR BORROW | | |
0050 206.082 310.000 CY | 20.00000 6200.00| |
STRUCTURAL EARTH EXCAVATION - MAJOR | | |
STRUCTURES | | |
0060 206.092 20.000 CY | 180.00000 3600.00| |
STRUCTURAL ROCK EXCAVATION - MAJOR | | |
STRUCTURES | | |
0070 304.10 1800.000 CY | 21.00000 37800.00| |
AGGREGATE SUBBASE COURSE - GRAVEL | | |
0080 403.210 170.000 T | 115.00000 19550.00| |
HOT MIX ASPHALT 9.5 MM HMA | | |
0090 403.213 245.000 T | 110.00000 26950.00| |
HOT MIX ASPHALT 12.5 MM HMA BASE | | |
0100 409.15 27.000 G | 20.00000 540.00| |
BITUMINOUS TACK COAT APPLIED | | |
0110 502.21 130.000 CY | 750.00000 97500.00| |
STRUCTURAL CONCRETE, ABUTMENTS AND | | |
RETAINING WALLS | | |
0120 502.25 27.000 LS | 30000.00000 30000.00| |
STRUCTURAL CONCRETE SUPERSTRUCTURE SLAB | | |
0130 502.31 22.000 LS | 7500.00000 7500.00| |
STRUCTURAL CONCRETE APPROACH SLABS | | |
0140 502.49 5.000 LS | 7500.00000 7500.00| |
STRUCTURAL CONCRETE CURBS AND SIDEWALK | | |
0150 503.12 22000.000 LB | 0.50000 11000.00| |
REINFORCING STEEL, FABRICATED AND | | |
DELIVERED | | |
0160 503.13 22000.000 LB | 0.50000 11000.00| |
REINFORCING STEEL, PLACING | | |
0170 507.0811 LUMP| 18000.00000 18000.00| |
STEEL BRIDGE RAILING, 2 BAR | | |
0180 507.0812 4.000 EA | 2500.00000 10000.00| |
STEEL APPROACH RAILING : 2-BAR | | |
LETTING DATE : 04/13/05 MAINE DEPARTMENT OF TRANSPORTATION DATE : 04/13/05
PAGE : 5
COUNTIE(S): OXFORD TABULATION OF BIDS
CONTRACT ID : 011070.00
=========
====================================================================================================================================
|( 4 ) 000164 |( ) |( )
|C P M CONSTRUCTORS | |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0190 508.13 165.000 LS | 3500.00000 3500.00| |
MEMBRANE WATERPROOFING | | |
0200 510.10 LUMP| 60000.00000 60000.00| |
SPECIAL DETOUR_____ROADWAY WIDTH | | |
VEHICULAR & PEDESTRIAN TRAFFIC NOT | | |
SEPARATED | | |
0210 511.07 LUMP| 5000.00000 5000.00| |
COFFERDAM: Abutment Wings | | |
0220 512.081 140.000 LS | 5000.00000 5000.00| |
FRENCH DRAINS | | |
0230 514.06 1.000 EA | 1500.00000 1500.00| |
CURING BOX FOR CONCRETE CYLINDERS | | |
0240 515.21 60.000 LS | 500.00000 500.00| |
PROTECTIVE COATING FOR CONCRETE SURFACE | | |
0250 535.60 62.000 LS | 75000.00000 75000.00| |
PRESTRESSED STRUCTURAL CONCRETE SLAB | | |
0260 606.1722 4.000 EA | 1100.00000 4400.00| |
BRIDGE TRANSITION - TYPE 2 | | |
0270 606.35 6.000 EA | 30.00000 180.00| |
GUARDRAIL DELINEATOR POST | | |
0280 606.79 4.000 EA | 2100.00000 8400.00| |
GUARDRAIL 350 FLARED TERMINAL | | |
0290 610.16 60.000 CY | 50.00000 3000.00| |
HEAVY RIPRAP | | |
0300 615.07 35.000 CY | 50.00000 1750.00| |
LOAM | | |
0310 618.1401 5.000 UN | 55.00000 275.00| |
SEEDING METHOD NUMBER 2 - PLAN QUANTITY | | |
0320 619.1201 5.000 UN | 45.00000 225.00| |
MULCH - PLAN QUANTITY | | |
0330 619.1401 65.000 CY | 50.00000 3250.00| |
EROSION CONTROL MIX | | |
0340 620.58 125.000 SY | 3.00000 375.00| |
EROSION CONTROL GEOTEXTILE | | |
0350 627.711 1620.000 LF | 0.75000 1215.00| |
WHITE OR YELLOW PAINTED PAVEMENT | | |
MARKING LINE (PLAN QUANTITY) | | |
0360 629.05 40.000 HR | 30.00000 1200.00| |
HAND LABOR, STRAIGHT TIME | | |
0370 631.12 20.000 HR | 100.00000 2000.00| |
ALL PURPOSE EXCAVATOR (INCLUDING | | |
OPERATOR) | | |
LETTING DATE : 04/13/05 MAINE DEPARTMENT OF TRANSPORTATION DATE : 04/13/05
PAGE : 6
COUNTIE(S): OXFORD TABULATION OF BIDS
CONTRACT ID : 011070.00
=========
====================================================================================================================================
|( 4 ) 000164 |( ) |( )
|C P M CONSTRUCTORS | |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0380 631.15 10.000 HR | 50.00000 500.00| |
ROLLER, EARTH AND BASE COURSE | | |
(INCLUDING OPERATOR ) | | |
0390 631.172 10.000 HR | 50.00000 500.00| |
TRUCK - LARGE (INCLUDING OPERATOR) | | |
0400 637.071 LUMP| 1000.00000 1000.00| |
DUST CONTROL | | |
0410 639.18 1.000 EA | 7000.00000 7000.00| |
FIELD OFFICE TYPE A | | |
0420 643.72 LUMP| 15000.00000 15000.00| |
TEMPORARY TRAFFIC SIGNAL | | |
0430 652.39 LUMP| 5000.00000 5000.00| |
WORK ZONE TRAFFIC CONTROL | | |
0440 656.75 LUMP| 5000.00000 5000.00| |
TEMPORARY SOIL EROSION AND WATER | | |
POLLUTION CONTROL | | |
0450 659.10 LUMP| 68000.00000 68000.00| |
MOBILIZATION | | |
SECTION TOTALS | $ 676,110.00| $ 0.00| $ 0.00
------------------------------------------+----------------------------+----------------------------+-------------------------------
CONTRACT TOTALS | $ 676,110.00| $ 0.00| $
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