Skip Maine state header navigation
LETTING DATE : 07/18/01 MAINE DEPARTMENT OF TRANSPORTATION DATE : 12/06/01
PAGE : 1
LOCATION : DENMARK TABULATION OF BIDS
CONTRACT ID : 008938.00
=========
COMPLETION DATE : 01/07/02
PROJECT(S): 008938.00 COUNTIE(S) : OXFORD MAINE STATE DEPTARTMENT OF TRANSPORTATION
A TRUE COPY : __________________________
TITLE : __________________________
CONTRACT DESCRIPTION : PRECAST STRUCTAL CONCRETE ARCH ATTEST : _______________________________
NOTARY PUBLIC
--------------------------------------------------------------------------------------------------------------------------
TOTAL % OVER
RANK VENDOR NO./NAME BID LOW BID
--------------------------------------------------------------------------------------------------------------------------
1 001076 CONSTRUCTION DIVERS, INC. $ 379,212.00 100.0000%
2 000032 REED & REED, INC. $ 477,728.00 125.9791%
3 000063 WYMAN & SIMPSON, INC. $ 524,782.00 138.3875%
4 000164 C P M CONSTRUCTORS $ 568,782.00 149.9905%
5 000416 T BUCK CONSTRUCTION INC. $ 794,193.00 209.4325%
====================================================================================================================================
|( 1 ) 001076 |( 2 ) 000032 |( 3 ) 000063
|CONSTRUCTION DIVERS, INC. |REED & REED INC. |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 201.23 3.000 EA | 125.00000 375.00| 400.00000 1200.00| 250.00000 750.00
REMOVING SINGLE TREE TOP ONLY | | |
0020 201.24 3.000 EA | 40.00000 120.00| 250.00000 750.00| 250.00000 750.00
REMOVING STUMP | | |
0030 202.19 255.000 LS | 16000.00000 16000.00| 40000.00000 40000.00| 100000.00000 100000.00
REMOVING EXISTING BRIDGE | | |
0040 203.20 20.000 M3 | 7.50000 150.00| 35.00000 700.00| 20.00000 400.00
COMMON EXCAVATION | | |
0050 203.24 10.000 M3 | 19.50000 195.00| 40.00000 400.00| 20.00000 200.00
COMMON BORROW | | |
0060 304.10 385.000 M3 | 26.00000 10010.00| 30.00000 11550.00| 22.00000 8470.00
AGGREGATE SUBBASE COURSE - GRAVEL | | |
0070 403.208 70.000 MG | 54.00000 3780.00| 150.00000 10500.00| 175.00000 12250.00
HOT MIX ASPHALT 12.5 MM NOMINAL MAX SIZ | | |
0080 403.211 10.000 MG | 75.00000 750.00| 150.00000 1500.00| 175.00000 1750.00
HOT MIX ASPHALT (SHIM) | | |
0090 403.213 80.000 MG | 60.00000 4800.00| 150.00000 12000.00| 175.00000 14000.00
HOT MIX ASPHALT 12.5 MM NOMINAL MAX | | |
SIZE - BASE | | |
0100 409.15 26.000 L | 75.00000 1950.00| 3.00000 78.00| 5.00000 130.00
BITUMINOUS TACK COAT APPLIED | | |
LETTING DATE : 07/18/01 MAINE DEPARTMENT OF TRANSPORTATION DATE : 12/06/01
PAGE : 2
LOCATION : DENMARK TABULATION OF BIDS
CONTRACT ID : 008938.00
=========
====================================================================================================================================
|( 1 ) 001076 |( 2 ) 000032 |( 3 ) 000063
|CONSTRUCTION DIVERS, INC. |REED & REED INC. |WYMAN & SIMPSON, INC.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0110 502.21 76.000 M3 | 244.00000 18544.00| 800.00000 60800.00| 465.00000 35340.00
STRUCTURAL CONCRETE, ABUTMENTS AND | | |
RETAINING WALLS | | |
0120 503.12 4300.000 KG | 1.00000 4300.00| 1.00000 4300.00| 1.00000 4300.00
REINFORCING STEEL, FABRICATED AND | | |
DELIVERED | | |
0130 503.13 4300.000 KG | 1.10000 4730.00| 1.00000 4300.00| 0.50000 2150.00
REINFORCING STEEL, PLACING | | |
0140 507.0811 20.000 LS | 7600.00000 7600.00| 7500.00000 7500.00| 8000.00000 8000.00
STEEL BRIDGE RAILING, 2 BAR | | |
0150 507.0812 4.000 EA | 100.00000 400.00| 3000.00000 12000.00| 2200.00000 8800.00
STEEL APPROACH RAILING : 2-BAR | | |
0160 508.13 63.000 LS | 1700.00000 1700.00| 1200.00000 1200.00| 1300.00000 1300.00
MEMBRANE WATERPROOFING | | |
0170 511.07 LUMP| 45000.00000 45000.00| 22000.00000 22000.00| 50000.00000 50000.00
COFFERDAM: NORTH | | |
0180 511.07 LUMP| 47000.00000 47000.00| 20000.00000 20000.00| 50000.00000 50000.00
COFFERDAM: SOUTH | | |
0190 512.081 15.000 LS | 2900.00000 2900.00| 4000.00000 4000.00| 1300.00000 1300.00
FRENCH DRAINS | | |
0200 513.11 22.000 M2 | 49.00000 1078.00| 75.00000 1650.00| 80.00000 1760.00
SLOPE PROTECTION - GRANITE BLOCK | | |
0210 514.06 1.000 EA | 200.00000 200.00| 1000.00000 1000.00| 700.00000 700.00
CURING BOX FOR CONCRETE CYLINDERS | | |
0220 515.20 50.000 M2 | 90.00000 4500.00| 25.00000 1250.00| 11.00000 550.00
PROTECTIVE COATING FOR CONCRETE SURFACE | | |
0230 534.70 36.000 LS | 73000.00000 73000.00| 90000.00000 90000.00| 50000.00000 50000.00
PRECAST STRUCTURAL CONCRETE ARCH | | |
0240 606.35 6.000 EA | 37.00000 222.00| 35.00000 210.00| 38.00000 228.00
GUARDRAIL DELINEATOR POST | | |
0250 606.55 31.000 M | 40.00000 1240.00| 40.00000 1240.00| 42.00000 1302.00
GUARDRAIL TYPE 3 - SINGLE RAIL | | |
0260 606.78 4.000 EA | 730.00000 2920.00| 700.00000 2800.00| 760.00000 3040.00
LOW VOLUME GUARDRAIL END - TYPE 3 | | |
0270 610.08 90.000 M3 | 40.00000 3600.00| 75.00000 6750.00| 60.00000 5400.00
PLAIN RIPRAP | | |
0280 610.18 38.000 M3 | 38.00000 1444.00| 60.00000 2280.00| 55.00000 2090.00
STONE DITCH PROTECTION | | |
0290 615.07 11.000 M3 | 32.00000 352.00| 35.00000 385.00| 30.00000 330.00
LOAM | | |
0300 617.381 11.000 M3 | 34.00000 374.00| 35.00000 385.00| 32.00000 352.00
WOOD WASTE EROSION CONTROL MIX | | |
LETTING DATE : 07/18/01 MAINE DEPARTMENT OF TRANSPORTATION DATE : 12/06/01
PAGE : 3
LOCATION : DENMARK TABULATION OF BIDS
CONTRACT ID : 008938.00
=========
====================================================================================================================================
|( 1 ) 001076 |( 2 ) 000032 |( 3 ) 000063
|CONSTRUCTION DIVERS, INC. |REED & REED INC. |WYMAN & SIMPSON, INC.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0310 618.1401 3.000 UN | 48.00000 144.00| 150.00000 450.00| 120.00000 360.00
SEEDING METHOD NUMBER 2 - PLAN QUANTITY | | |
0320 619.1201 5.000 UN | 26.00000 130.00| 150.00000 750.00| 110.00000 550.00
MULCH - PLAN QUANTITY | | |
0330 620.601 280.000 M2 | 165.00000 46200.00| 350.00000 98000.00| 265.00000 74200.00
GEOTEXTILE WRAP WALL | | |
0340 629.05 50.000 MH | 25.00000 1250.00| 25.00000 1250.00| 20.00000 1000.00
HAND LABOR, STRAIGHT TIME | | |
0350 631.12 10.000 HR | 100.00000 1000.00| 75.00000 750.00| 85.00000 850.00
ALL PURPOSE EXCAVATOR (INCLUDING | | |
OPERATOR) | | |
0360 631.172 10.000 HR | 54.00000 540.00| 45.00000 450.00| 35.00000 350.00
TRUCK - LARGE (INCLUDING OPERATOR) | | |
0370 637.071 LUMP| 2200.00000 2200.00| 1500.00000 1500.00| 1000.00000 1000.00
DUST CONTROL | | |
0380 639.19 1.000 EA | 1000.00000 1000.00| 4000.00000 4000.00| 1500.00000 1500.00
FIELD OFFICE TYPE B | | |
0390 652.39 LUMP| 16000.00000 16000.00| 1500.00000 1500.00| 5000.00000 5000.00
WORK ZONE TRAFFIC CONTROL | | |
0400 656.75 LUMP| 2400.00000 2400.00| 1500.00000 1500.00| 2200.00000 2200.00
TEMPORARY SOIL EROSION AND WATER | | |
POLLUTION CONTROL | | |
0410 659.10 LUMP| 24000.00000 24000.00| 20000.00000 20000.00| 50000.00000 50000.00
MOBILIZATION | | |
0420 613.319 40.000 M2 | 20.00000 800.00| 5.00000 200.00| 2.00000 80.00
TEMPORARY EROSION CONTROL BLANKET | | |
0430 620.58 160.000 M2 | 2.90000 464.00| 5.00000 800.00| 2.00000 320.00
EROSION CONTROL GEOTEXTILE | | |
0440 502.22 106.000 M3 | 225.00000 23850.00| 225.00000 23850.00| 205.00000 21730.00
STRUCTURAL CONCRETE, ABUTMENTS AND | | |
RETAINING WALLS (PLACED U NDER WATER) | | |
SECTION TOTALS | $ 379,212.00| $ 477,728.00| $ 524,782.00
------------------------------------------+----------------------------+----------------------------+-------------------------------
CONTRACT TOTALS | $ 379,212.00| $ 477,728.00| $ 524,782.00
====================================================================================================================================
LETTING DATE : 07/18/01 MAINE DEPARTMENT OF TRANSPORTATION DATE : 12/06/01
PAGE : 4
LOCATION : DENMARK TABULATION OF BIDS
CONTRACT ID : 008938.00
=========
====================================================================================================================================
|( 4 ) 000164 |( 5 ) 000416 |( )
|C P M CONSTRUCTORS |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 3.000 EA | 1000.00000 3000.00| 200.00000 600.00|
REMOVING SINGLE TREE TOP ONLY | | |
0020 201.24 3.000 EA | 500.00000 1500.00| 225.00000 675.00|
REMOVING STUMP | | |
0030 202.19 255.000 LS | 55000.00000 55000.00| 55000.00000 55000.00|
REMOVING EXISTING BRIDGE | | |
0040 203.20 20.000 M3 | 30.00000 600.00| 30.00000 600.00|
COMMON EXCAVATION | | |
0050 203.24 10.000 M3 | 50.00000 500.00| 38.00000 380.00|
COMMON BORROW | | |
0060 304.10 385.000 M3 | 30.00000 11550.00| 38.00000 14630.00|
AGGREGATE SUBBASE COURSE - GRAVEL | | |
0070 403.208 70.000 MG | 150.00000 10500.00| 125.00000 8750.00|
HOT MIX ASPHALT 12.5 MM NOMINAL MAX SIZ | | |
0080 403.211 10.000 MG | 150.00000 1500.00| 125.00000 1250.00|
HOT MIX ASPHALT (SHIM) | | |
0090 403.213 80.000 MG | 150.00000 12000.00| 125.00000 10000.00|
HOT MIX ASPHALT 12.5 MM NOMINAL MAX | | |
SIZE - BASE | | |
0100 409.15 26.000 L | 3.00000 78.00| 5.00000 130.00|
BITUMINOUS TACK COAT APPLIED | | |
0110 502.21 76.000 M3 | 600.00000 45600.00| 1200.00000 91200.00|
STRUCTURAL CONCRETE, ABUTMENTS AND | | |
RETAINING WALLS | | |
0120 503.12 4300.000 KG | 0.75000 3225.00| 1.00000 4300.00|
REINFORCING STEEL, FABRICATED AND | | |
DELIVERED | | |
0130 503.13 4300.000 KG | 0.50000 2150.00| 1.25000 5375.00|
REINFORCING STEEL, PLACING | | |
0140 507.0811 20.000 LS | 8000.00000 8000.00| 9000.00000 9000.00|
STEEL BRIDGE RAILING, 2 BAR | | |
0150 507.0812 4.000 EA | 2600.00000 10400.00| 1300.00000 5200.00|
STEEL APPROACH RAILING : 2-BAR | | |
0160 508.13 63.000 LS | 1200.00000 1200.00| 2000.00000 2000.00|
MEMBRANE WATERPROOFING | | |
0170 511.07 LUMP| 86000.00000 86000.00| 68000.00000 68000.00|
COFFERDAM: NORTH | | |
0180 511.07 LUMP| 90000.00000 90000.00| 68000.00000 68000.00|
COFFERDAM: SOUTH | | |
LETTING DATE : 07/18/01 MAINE DEPARTMENT OF TRANSPORTATION DATE : 12/06/01
PAGE : 5
LOCATION : DENMARK TABULATION OF BIDS
CONTRACT ID : 008938.00
=========
====================================================================================================================================
|( 4 ) 000164 |( 5 ) 000416 |( )
|C P M CONSTRUCTORS |T BUCK CONSTRUCTION INC. |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0190 512.081 15.000 LS | 1000.00000 1000.00| 1400.00000 1400.00|
FRENCH DRAINS | | |
0200 513.11 22.000 M2 | 150.00000 3300.00| 280.00000 6160.00|
SLOPE PROTECTION - GRANITE BLOCK | | |
0210 514.06 1.000 EA | 750.00000 750.00| 2000.00000 2000.00|
CURING BOX FOR CONCRETE CYLINDERS | | |
0220 515.20 50.000 M2 | 10.00000 500.00| 20.00000 1000.00|
PROTECTIVE COATING FOR CONCRETE SURFACE | | |
0230 534.70 36.000 LS | 40000.00000 40000.00| 73000.00000 73000.00|
PRECAST STRUCTURAL CONCRETE ARCH | | |
0240 606.35 6.000 EA | 35.00000 210.00| 35.00000 210.00|
GUARDRAIL DELINEATOR POST | | |
0250 606.55 31.000 M | 39.00000 1209.00| 38.00000 1178.00|
GUARDRAIL TYPE 3 - SINGLE RAIL | | |
0260 606.78 4.000 EA | 700.00000 2800.00| 1200.00000 4800.00|
LOW VOLUME GUARDRAIL END - TYPE 3 | | |
0270 610.08 90.000 M3 | 50.00000 4500.00| 50.00000 4500.00|
PLAIN RIPRAP | | |
0280 610.18 38.000 M3 | 55.00000 2090.00| 75.00000 2850.00|
STONE DITCH PROTECTION | | |
0290 615.07 11.000 M3 | 90.00000 990.00| 50.00000 550.00|
LOAM | | |
0300 617.381 11.000 M3 | 90.00000 990.00| 100.00000 1100.00|
WOOD WASTE EROSION CONTROL MIX | | |
0310 618.1401 3.000 UN | 110.00000 330.00| 75.00000 225.00|
SEEDING METHOD NUMBER 2 - PLAN QUANTITY | | |
0320 619.1201 5.000 UN | 100.00000 500.00| 100.00000 500.00|
MULCH - PLAN QUANTITY | | |
0330 620.601 280.000 M2 | 200.00000 56000.00| 600.00000 168000.00|
GEOTEXTILE WRAP WALL | | |
0340 629.05 50.000 MH | 25.00000 1250.00| 27.00000 1350.00|
HAND LABOR, STRAIGHT TIME | | |
0350 631.12 10.000 HR | 85.00000 850.00| 120.00000 1200.00|
ALL PURPOSE EXCAVATOR (INCLUDING | | |
OPERATOR) | | |
0360 631.172 10.000 HR | 45.00000 450.00| 50.00000 500.00|
TRUCK - LARGE (INCLUDING OPERATOR) | | |
0370 637.071 LUMP| 1500.00000 1500.00| 1500.00000 1500.00|
DUST CONTROL | | |
0380 639.19 1.000 EA | 5000.00000 5000.00| 4500.00000 4500.00|
FIELD OFFICE TYPE B | | |
LETTING DATE : 07/18/01 MAINE DEPARTMENT OF TRANSPORTATION DATE : 12/06/01
PAGE : 6
LOCATION : DENMARK TABULATION OF BIDS
CONTRACT ID : 008938.00
=========
====================================================================================================================================
|( 4 ) 000164 |( 5 ) 000416 |( )
|C P M CONSTRUCTORS |T BUCK CONSTRUCTION INC. |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0390 652.39 LUMP| 15000.00000 15000.00| 27000.00000 27000.00|
WORK ZONE TRAFFIC CONTROL | | |
0400 656.75 LUMP| 5000.00000 5000.00| 10000.00000 10000.00|
TEMPORARY SOIL EROSION AND WATER | | |
POLLUTION CONTROL | | |
0410 659.10 LUMP| 60000.00000 60000.00| 110000.00000 110000.00|
MOBILIZATION | | |
0420 613.319 40.000 M2 | 2.00000 80.00| 12.50000 500.00|
TEMPORARY EROSION CONTROL BLANKET | | |
0430 620.58 160.000 M2 | 3.00000 480.00| 11.00000 1760.00|
EROSION CONTROL GEOTEXTILE | | |
0440 502.22 106.000 M3 | 200.00000 21200.00| 220.00000 23320.00|
STRUCTURAL CONCRETE, ABUTMENTS AND | | |
RETAINING WALLS (PLACED U NDER WATER) | | |
SECTION TOTALS | $ 568,782.00| $ 794,193.00| $ 0.00
------------------------------------------+----------------------------+----------------------------+-------------------------------
CONTRACT TOTALS | $ 568,782.00| $ 794,193.00| $
====================================================================================================================================