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LETTING DATE : 08/15/01 MAINE DEPARTMENT OF TRANSPORTATION DATE : 12/06/01
PAGE : 1
LOCATION : ASHLAND TABULATION OF BIDS
CONTRACT ID : 007626.00
=========
COMPLETION DATE : 11/15/02
PROJECT(S): BR-7626(00)X COUNTIE(S) : AROOSTOOK MAINE STATE DEPTARTMENT OF TRANSPORTATION
A TRUE COPY : __________________________
TITLE : __________________________
CONTRACT DESCRIPTION : BRIDGE REPLACEMENT ATTEST : _______________________________
NOTARY PUBLIC
--------------------------------------------------------------------------------------------------------------------------
TOTAL % OVER
RANK VENDOR NO./NAME BID LOW BID
--------------------------------------------------------------------------------------------------------------------------
1 000032 REED & REED, INC. $ 1,425,687.00 100.0000%
2 000164 C P M CONSTRUCTORS $ 1,540,186.00 108.0311%
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|( 1 ) 000032 |( 2 ) 000164 |( )
|REED & REED INC. |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 1.000 EA | 185.00000 185.00| 100.00000 100.00|
REMOVING SINGLE TREE TOP ONLY | | |
0020 201.24 1.000 EA | 210.00000 210.00| 100.00000 100.00|
REMOVING STUMP | | |
0030 202.19 1.000 LS | 110000.00000 110000.00| 160000.00000 160000.00|
REMOVING EXISTING BRIDGE | | |
0040 203.20 2050.000 M3 | 8.00000 16400.00| 11.00000 22550.00|
COMMON EXCAVATION | | |
0050 203.231 380.000 M3 | 9.00000 3420.00| 100.00000 38000.00|
DISPOSAL OF RIVERBED EXCAVATION | | |
0060 203.25 130.000 M3 | 14.00000 1820.00| 15.00000 1950.00|
GRANULAR BORROW | | |
0070 206.082 370.000 M3 | 11.00000 4070.00| 20.00000 7400.00|
STRUCTURAL EARTH EXCAVATION - MAJOR | | |
STRUCTURES | | |
0080 206.092 18.000 M3 | 75.00000 1350.00| 110.00000 1980.00|
STRUCTURAL ROCK EXCAVATION - MAJOR | | |
STRUCTURES | | |
0090 206.10 380.000 M3 | 25.00000 9500.00| 22.00000 8360.00|
STRUCTURAL EARTH EXCAVATION - PIERS | | |
0100 304.10 1150.000 M3 | 27.00000 31050.00| 21.00000 24150.00|
AGGREGATE SUBBASE COURSE - GRAVEL | | |
0110 403.207 140.000 MG | 90.00000 12600.00| 90.00000 12600.00|
HOT MIX ASPHALT 19.0 MM NOMINAL MAX SIZ | | |
LETTING DATE : 08/15/01 MAINE DEPARTMENT OF TRANSPORTATION DATE : 12/06/01
PAGE : 2
LOCATION : ASHLAND TABULATION OF BIDS
CONTRACT ID : 007626.00
=========
====================================================================================================================================
|( 1 ) 000032 |( 2 ) 000164 |( )
|REED & REED INC. |C P M CONSTRUCTORS |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0120 403.208 160.000 MG | 100.00000 16000.00| 100.00000 16000.00|
HOT MIX ASPHALT 12.5 MM NOMINAL MAX SIZ | | |
0130 403.210 94.000 MG | 100.00000 9400.00| 100.00000 9400.00|
HOT MIX ASPHALT 9.5 MM NOMINAL MAX SIZE | | |
0140 403.213 140.000 MG | 90.00000 12600.00| 90.00000 12600.00|
HOT MIX ASPHALT 12.5 MM NOMINAL MAX | | |
SIZE - BASE | | |
0150 409.15 375.000 L | 4.00000 1500.00| 4.00000 1500.00|
BITUMINOUS TACK COAT APPLIED | | |
0160 501.231 1.000 EA | 4000.00000 4000.00| 5000.00000 5000.00|
DYNAMIC LOADING TEST | | |
0170 501.40 170.000 M | 100.00000 17000.00| 100.00000 17000.00|
STEEL H-BEAM PILES 79 KG/M, DELIVERED | | |
0180 501.401 170.000 M | 20.00000 3400.00| 20.00000 3400.00|
STEEL H-BEAM PILES 79 KG/M, IN PLACE | | |
0190 501.90 12.000 EA | 125.00000 1500.00| 100.00000 1200.00|
PILE TIPS | | |
0200 501.91 6.000 EA | 100.00000 600.00| 10.00000 60.00|
PILE SPLICES | | |
0210 501.92 LUMP| 3500.00000 3500.00| 20000.00000 20000.00|
PILE DRIVING EQUIPMENT MOBILIZATION | | |
0220 502.21 128.000 M3 | 525.00000 67200.00| 600.00000 76800.00|
STRUCTURAL CONCRETE, ABUTMENTS AND | | |
RETAINING WALLS | | |
0230 502.23 125.000 M3 | 600.00000 75000.00| 350.00000 43750.00|
STRUCTURAL CONCRETE PIERS | | |
0240 502.24 304.000 M3 | 175.00000 53200.00| 145.00000 44080.00|
STRUCTURAL CONCRETE PIERS (PLACED UNDER | | |
WATER) | | |
0250 502.26 133.000 LS | 155000.00000 155000.00| 120000.00000 120000.00|
STRUCTURAL CONCRETE ROADWAY AND | | |
SIDEWALK SLABS ON STEEL BRIDGES | | |
0260 502.31 17.000 LS | 7500.00000 7500.00| 4000.00000 4000.00|
STRUCTURAL CONCRETE APPROACH SLABS | | |
0270 502.49 17.000 LS | 15000.00000 15000.00| 6000.00000 6000.00|
STRUCTURAL CONCRETE CURBS AND SIDEWALKS | | |
0280 503.12 8200.000 KG | 1.00000 8200.00| 1.00000 8200.00|
REINFORCING STEEL, FABRICATED AND | | |
DELIVERED | | |
0290 503.13 8200.000 KG | 1.25000 10250.00| 1.20000 9840.00|
REINFORCING STEEL, PLACING | | |
LETTING DATE : 08/15/01 MAINE DEPARTMENT OF TRANSPORTATION DATE : 12/06/01
PAGE : 3
LOCATION : ASHLAND TABULATION OF BIDS
CONTRACT ID : 007626.00
=========
====================================================================================================================================
|( 1 ) 000032 |( 2 ) 000164 |( )
|REED & REED INC. |C P M CONSTRUCTORS |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0300 504.70 63400.000 LS | 140000.00000 140000.00| 130000.00000 130000.00|
STRUCTURAL STEEL FABRICATED AND | | |
DELIVERED | | |
0310 504.71 63400.000 LS | 35000.00000 35000.00| 30000.00000 30000.00|
STRUCTURAL STEEL ERECTION | | |
0320 505.08 1488.000 LS | 4000.00000 4000.00| 3000.00000 3000.00|
SHEAR CONNECTORS | | |
0330 507.0811 50.000 LS | 19000.00000 19000.00| 15000.00000 15000.00|
STEEL BRIDGE RAILING, 2 BAR | | |
0340 507.0832 50.000 LS | 30000.00000 30000.00| 23000.00000 23000.00|
STEEL BRIDGE RAILING, 4 BAR, | | |
TRAFFIC/BICYCLE | | |
0350 508.13 520.000 LS | 6000.00000 6000.00| 4500.00000 4500.00|
MEMBRANE WATERPROOFING | | |
0360 510.10 LUMP| 175000.00000 175000.00| 170000.00000 170000.00|
SPECIAL DETOUR_____(M) ROADWAY WIDTH | | |
VEHICULAR & PEDESTRIAN TRAFFIC NOT | | |
SEPARATED | | |
0370 511.07 LUMP| 75000.00000 75000.00| 145000.00000 145000.00|
COFFERDAM: | | |
0380 512.081 31.000 LS | 2100.00000 2100.00| 2000.00000 2000.00|
FRENCH DRAINS | | |
0390 514.06 1.000 EA | 1000.00000 1000.00| 750.00000 750.00|
CURING BOX FOR CONCRETE CYLINDERS | | |
0400 515.21 170.000 LS | 2500.00000 2500.00| 500.00000 500.00|
PROTECTIVE COATING FOR CONCRETE SURFACE | | |
0410 523.08 12.000 EA | 1800.00000 21600.00| 2000.00000 24000.00|
ELASTOMERIC BRIDGE BEARING - LAMINATED | | |
0420 526.301 40.000 LS | 5000.00000 5000.00| 15000.00000 15000.00|
TEMPORARY CONCRETE BARRIER TYPE I | | |
0430 526.34 4.000 EA | 2500.00000 10000.00| 1300.00000 5200.00|
PERMANENT CONCRETE TRANSITION BARRIER | | |
0440 603.16 27.000 M | 60.00000 1620.00| 130.00000 3510.00|
375 MM CULVERT PIPE OPTION I | | |
0450 606.1721 4.000 EA | 1000.00000 4000.00| 1000.00000 4000.00|
BRIDGE TRANSITION - TYPE 1 | | |
0460 606.265 3.000 EA | 50.00000 150.00| 50.00000 150.00|
TERMINAL END - SINGLE RAIL - GALVANIZED | | |
STEEL | | |
0470 606.35 6.000 EA | 30.00000 180.00| 30.00000 180.00|
GUARDRAIL DELINEATOR POST | | |
LETTING DATE : 08/15/01 MAINE DEPARTMENT OF TRANSPORTATION DATE : 12/06/01
PAGE : 4
LOCATION : ASHLAND TABULATION OF BIDS
CONTRACT ID : 007626.00
=========
====================================================================================================================================
|( 1 ) 000032 |( 2 ) 000164 |( )
|REED & REED INC. |C P M CONSTRUCTORS |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0480 606.369 77.000 M | 20.00000 1540.00| 20.00000 1540.00|
GUARDRAIL REMOVED AND STACKED | | |
0490 606.55 120.000 M | 34.00000 4080.00| 34.00000 4080.00|
GUARDRAIL TYPE 3 - SINGLE RAIL | | |
0500 606.59 4.000 M | 38.00000 152.00| 37.00000 148.00|
GUARDRAIL TYPE 3 - 4.5 M RADIUS AND LES | | |
0510 606.60 27.000 M | 38.00000 1026.00| 37.00000 999.00|
GUARDRAIL TYPE 3 - OVER 4.5 METER RADIU | | |
0520 606.76 1.000 EA | 1500.00000 1500.00| 1500.00000 1500.00|
MODIFIED ECCENTRIC LOADER TERMINAL | | |
0530 610.16 970.000 M3 | 65.00000 63050.00| 70.00000 67900.00|
HEAVY RIPRAP | | |
0540 610.18 15.000 M3 | 65.00000 975.00| 45.00000 675.00|
STONE DITCH PROTECTION | | |
0550 613.319 360.000 M2 | 4.00000 1440.00| 2.00000 720.00|
TEMPORARY EROSION CONTROL BLANKET | | |
0560 615.07 76.000 M3 | 25.00000 1900.00| 19.00000 1444.00|
LOAM | | |
0570 617.30 160.000 M3 | 19.00000 3040.00| 45.00000 7200.00|
COMPOSTED BARK MIX | | |
0580 617.381 50.000 M3 | 20.00000 1000.00| 45.00000 2250.00|
WOOD WASTE EROSION CONTROL MIX | | |
0590 618.1401 7.000 UN | 40.00000 280.00| 100.00000 700.00|
SEEDING METHOD NUMBER 2 - PLAN QUANTITY | | |
0600 618.1411 9.000 UN | 52.00000 468.00| 100.00000 900.00|
SEEDING METHOD NUMBER 3 - PLAN QUANTITY | | |
0610 618.19 23.000 KG | 35.00000 805.00| 50.00000 1150.00|
REFERTILIZATION | | |
0620 618.20 1.000 KG | 10.00000 10.00| 100.00000 100.00|
ANNUAL RYE GRASS SEED | | |
0630 618.25 4.000 M3 | 25.00000 100.00| 30.00000 120.00|
APPLIED WATER | | |
0640 619.1201 31.000 UN | 16.00000 496.00| 30.00000 930.00|
MULCH - PLAN QUANTITY | | |
0650 627.71 400.000 M | 1.50000 600.00| 1.50000 600.00|
100 MM WHITE PAVEMENT MARKING LINE | | |
0660 627.73 200.000 M | 1.50000 300.00| 1.50000 300.00|
100 MM YELLOW PAVEMENT MARKING LINE | | |
0670 627.77 4.000 M2 | 45.00000 180.00| 45.00000 180.00|
REMOVING PAVEMENT MARKINGS | | |
0680 627.78 120.000 M | 1.50000 180.00| 2.00000 240.00|
TEMPORARY 100 MM PAINTED PAVEMENT | | |
MARKING LINE, WHITE OR YELLOW | | |
LETTING DATE : 08/15/01 MAINE DEPARTMENT OF TRANSPORTATION DATE : 12/06/01
PAGE : 5
LOCATION : ASHLAND TABULATION OF BIDS
CONTRACT ID : 007626.00
=========
====================================================================================================================================
|( 1 ) 000032 |( 2 ) 000164 |( )
|REED & REED INC. |C P M CONSTRUCTORS |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0690 629.05 80.000 MH | 25.00000 2000.00| 25.00000 2000.00|
HAND LABOR, STRAIGHT TIME | | |
0700 631.12 40.000 HR | 100.00000 4000.00| 85.00000 3400.00|
ALL PURPOSE EXCAVATOR (INCLUDING | | |
OPERATOR) | | |
0710 631.132 40.000 HR | 55.00000 2200.00| 50.00000 2000.00|
SMALL BULLDOZER (INCLUDING OPERATOR) | | |
0720 631.14 40.000 HR | 75.00000 3000.00| 65.00000 2600.00|
GRADER (INCLUDING OPERATOR) | | |
0730 631.15 40.000 HR | 60.00000 2400.00| 55.00000 2200.00|
ROLLER, EARTH AND BASE COURSE | | |
(INCLUDING OPERATOR) | | |
0740 631.172 80.000 HR | 42.00000 3360.00| 45.00000 3600.00|
TRUCK - LARGE (INCLUDING OPERATOR) | | |
0750 631.36 40.000 MH | 35.00000 1400.00| 35.00000 1400.00|
FOREMAN | | |
0760 637.071 LUMP| 3500.00000 3500.00| 2500.00000 2500.00|
DUST CONTROL | | |
0770 639.18 1.000 EA | 7500.00000 7500.00| 7000.00000 7000.00|
FIELD OFFICE TYPE A | | |
0780 652.39 LUMP| 12000.00000 12000.00| 5000.00000 5000.00|
WORK ZONE TRAFFIC CONTROL | | |
0790 656.75 LUMP| 7500.00000 7500.00| 7000.00000 7000.00|
TEMPORARY SOIL EROSION AND WATER | | |
POLLUTION CONTROL | | |
0800 657.24 10.000 UN | 10.00000 100.00| 100.00000 1000.00|
SEEDING PITS | | |
0810 659.10 LUMP| 110000.00000 110000.00| 155000.00000 155000.00|
MOBILIZATION | | |
SECTION TOTALS | $ 1,425,687.00| $ 1,540,186.00| $ 0.00
------------------------------------------+----------------------------+----------------------------+-------------------------------
CONTRACT TOTALS | $ 1,425,687.00| $ 1,540,186.00| $
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