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LETTING DATE : 04/25/01 MAINE DEPARTMENT OF TRANSPORTATION DATE : 12/05/01
PAGE : 1
LOCATION : HEBRON TABULATION OF BIDS
CONTRACT ID : 008936.00
=========
COMPLETION DATE : 10/12/01
PROJECT(S): BR-8936(00)X COUNTIE(S) : OXFORD MAINE STATE DEPTARTMENT OF TRANSPORTATION
A TRUE COPY : __________________________
TITLE : __________________________
CONTRACT DESCRIPTION : BICKNELL BROOK BRIDGE ATTEST : _______________________________
NOTARY PUBLIC
--------------------------------------------------------------------------------------------------------------------------
TOTAL % OVER
RANK VENDOR NO./NAME BID LOW BID
--------------------------------------------------------------------------------------------------------------------------
1 000063 WYMAN & SIMPSON, INC. $ 224,222.80 100.0000%
2 000032 REED & REED, INC. $ 245,033.00 109.2810%
3 000416 T BUCK CONSTRUCTION INC. $ 248,276.02 110.7274%
4 000164 C P M CONSTRUCTORS $ 317,809.50 141.7383%
====================================================================================================================================
|( 1 ) 000063 |( 2 ) 000032 |( 3 ) 000416
|WYMAN & SIMPSON, INC. |REED & REED INC. |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 202.19 120.000 LS | 15000.00000 15000.00| 20000.00000 20000.00| 25800.00000 25800.00
REMOVING EXISTING BRIDGE | | |
0020 203.20 255.000 M3 | 9.00000 2295.00| 20.00000 5100.00| 13.00000 3315.00
COMMON EXCAVATION | | |
0030 203.25 57.000 M3 | 25.00000 1425.00| 30.00000 1710.00| 37.00000 2109.00
GRANULAR BORROW | | |
0040 206.082 125.000 M3 | 12.00000 1500.00| 25.00000 3125.00| 25.00000 3125.00
STRUCTURAL EARTH EXCAVATION - MAJOR | | |
STRUCTURES | | |
0050 304.10 355.000 M3 | 18.00000 6390.00| 30.00000 10650.00| 27.00000 9585.00
AGGREGATE SUBBASE COURSE - GRAVEL | | |
0060 403.210 35.000 MG | 150.00000 5250.00| 100.00000 3500.00| 200.00000 7000.00
HOT MIX ASPHALT 9.5 MM NOMINAL MAX SIZE | | |
0070 501.231 1.000 EA | 3150.00000 3150.00| 2500.00000 2500.00| 4800.00000 4800.00
DYNAMIC LOADING TEST | | |
0080 501.40 147.000 M | 104.00000 15288.00| 120.00000 17640.00| 100.00000 14700.00
STEEL H-BEAM PILES 79 KG/M, DELIVERED | | |
0090 501.401 147.000 M | 75.00000 11025.00| 40.00000 5880.00| 10.00000 1470.00
STEEL H-BEAM PILES 79 KG/M, IN PLACE | | |
0100 501.90 8.000 EA | 125.00000 1000.00| 125.00000 1000.00| 100.00000 800.00
PILE TIPS | | |
LETTING DATE : 04/25/01 MAINE DEPARTMENT OF TRANSPORTATION DATE : 12/05/01
PAGE : 2
LOCATION : HEBRON TABULATION OF BIDS
CONTRACT ID : 008936.00
=========
====================================================================================================================================
|( 1 ) 000063 |( 2 ) 000032 |( 3 ) 000416
|WYMAN & SIMPSON, INC. |REED & REED INC. |T BUCK CONSTRUCTION INC.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0110 501.91 8.000 EA | 175.00000 1400.00| 150.00000 1200.00| 10.00000 80.00
PILE SPLICES | | |
0120 501.92 LUMP| 10000.00000 10000.00| 2500.00000 2500.00| 6000.00000 6000.00
PILE DRIVING EQUIPMENT MOBILIZATION | | |
0130 502.219 23.000 LS | 18000.00000 18000.00| 30000.00000 30000.00| 29000.00000 29000.00
STRUCTURAL CONCRETE, ABUTMENTS AND | | |
RETAINING WALLS | | |
0140 502.49 4.000 LS | 3000.00000 3000.00| 8000.00000 8000.00| 6000.00000 6000.00
STRUCTURAL CONCRETE CURBS AND SIDEWALKS | | |
0150 503.12 1003.000 KG | 1.10000 1103.30| 1.50000 1504.50| 0.94000 942.82
REINFORCING STEEL, FABRICATED AND | | |
DELIVERED | | |
0160 503.13 1003.000 KG | 2.50000 2507.50| 2.50000 2507.50| 0.40000 401.20
REINFORCING STEEL, PLACING | | |
0170 508.14 96.000 LS | 2800.00000 2800.00| 3200.00000 3200.00| 2650.00000 2650.00
HIGH PERFORMANCE WATERPROOFING MEMBRANE | | |
0180 511.07 LUMP| 1500.00000 1500.00| 7000.00000 7000.00| 2600.00000 2600.00
COFFERDAM: Abutment No. 1 | | |
0190 511.07 LUMP| 1500.00000 1500.00| 7000.00000 7000.00| 2600.00000 2600.00
COFFERDAM: Abutment No.2 | | |
0200 514.06 1.000 EA | 1000.00000 1000.00| 750.00000 750.00| 500.00000 500.00
CURING BOX FOR CONCRETE CYLINDERS | | |
0210 515.21 37.000 LS | 450.00000 450.00| 1000.00000 1000.00| 320.00000 320.00
PROTECTIVE COATING FOR CONCRETE SURFACE | | |
0220 526.301 12.000 LS | 1000.00000 1000.00| 2000.00000 2000.00| 750.00000 750.00
TEMPORARY CONCRETE BARRIER TYPE I | | |
0230 535.60 42.000 LS | 58500.00000 58500.00| 52000.00000 52000.00| 46000.00000 46000.00
PRESTRESSED STRUCTURAL CONCRETE SLAB | | |
0240 606.265 2.000 EA | 21.50000 43.00| 20.00000 40.00| 20.00000 40.00
TERMINAL END - SINGLE RAIL - GALVANIZED | | |
STEEL | | |
0250 606.35 6.000 EA | 22.50000 135.00| 21.00000 126.00| 21.00000 126.00
GUARDRAIL DELINEATOR POST | | |
0260 606.55 50.000 M | 56.00000 2800.00| 52.00000 2600.00| 52.00000 2600.00
GUARDRAIL TYPE 3 - SINGLE RAIL | | |
0270 606.59 6.000 M | 63.00000 378.00| 60.00000 360.00| 59.00000 354.00
GUARDRAIL TYPE 3 - 4.5 M RADIUS AND LES | | |
0280 606.74 31.000 M | 318.00000 9858.00| 300.00000 9300.00| 300.00000 9300.00
GUARDRAIL TYPE 3 - SINGLE RAIL BRIDGE | | |
MOUNTED | | |
0290 606.78 2.000 EA | 570.00000 1140.00| 530.00000 1060.00| 530.00000 1060.00
LOW VOLUME GUARDRAIL END - TYPE 3 | | |
LETTING DATE : 04/25/01 MAINE DEPARTMENT OF TRANSPORTATION DATE : 12/05/01
PAGE : 3
LOCATION : HEBRON TABULATION OF BIDS
CONTRACT ID : 008936.00
=========
====================================================================================================================================
|( 1 ) 000063 |( 2 ) 000032 |( 3 ) 000416
|WYMAN & SIMPSON, INC. |REED & REED INC. |T BUCK CONSTRUCTION INC.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0300 610.16 110.000 M3 | 60.00000 6600.00| 80.00000 8800.00| 40.00000 4400.00
HEAVY RIPRAP | | |
0310 613.319 20.000 M2 | 2.00000 40.00| 10.00000 200.00| 1.50000 30.00
TEMPORARY EROSION CONTROL BLANKET | | |
0320 615.07 20.000 M3 | 30.00000 600.00| 30.00000 600.00| 200.00000 4000.00
LOAM | | |
0330 618.1401 5.000 UN | 70.00000 350.00| 70.00000 350.00| 45.00000 225.00
SEEDING METHOD NUMBER 2 - PLAN QUANTITY | | |
0340 619.1201 5.000 UN | 64.00000 320.00| 70.00000 350.00| 40.00000 200.00
MULCH - PLAN QUANTITY | | |
0350 620.58 90.000 M2 | 2.00000 180.00| 4.00000 360.00| 1.20000 108.00
EROSION CONTROL GEOTEXTILE | | |
0360 629.05 10.000 MH | 22.00000 220.00| 25.00000 250.00| 35.00000 350.00
HAND LABOR, STRAIGHT TIME | | |
0370 631.12 10.000 HR | 80.00000 800.00| 75.00000 750.00| 55.00000 550.00
ALL PURPOSE EXCAVATOR (INCLUDING | | |
OPERATOR) | | |
0380 631.14 10.000 HR | 65.00000 650.00| 90.00000 900.00| 95.00000 950.00
GRADER (INCLUDING OPERATOR) | | |
0390 631.15 10.000 HR | 55.00000 550.00| 65.00000 650.00| 55.00000 550.00
ROLLER, EARTH AND BASE COURSE | | |
(INCLUDING OPERATOR) | | |
0400 631.172 10.000 HR | 40.00000 400.00| 45.00000 450.00| 45.00000 450.00
TRUCK - LARGE (INCLUDING OPERATOR) | | |
0410 631.36 10.000 MH | 26.00000 260.00| 35.00000 350.00| 45.00000 450.00
FOREMAN | | |
0420 637.071 LUMP| 215.00000 215.00| 200.00000 200.00| 200.00000 200.00
DUST CONTROL | | |
0430 639.19 1.000 EA | 2300.00000 2300.00| 4000.00000 4000.00| 2500.00000 2500.00
FIELD OFFICE TYPE B | | |
0440 652.31 5.000 EA | 40.00000 200.00| 100.00000 500.00| 130.00000 650.00
TYPE I BARRICADE | | |
0450 652.312 6.000 EA | 100.00000 600.00| 120.00000 720.00| 250.00000 1500.00
TYPE III BARRICADE | | |
0460 652.33 10.000 EA | 35.00000 350.00| 65.00000 650.00| 75.00000 750.00
DRUM | | |
0470 652.34 15.000 EA | 20.00000 300.00| 5.00000 75.00| 20.00000 300.00
CONE | | |
0480 652.35 25.000 M2 | 100.00000 2500.00| 150.00000 3750.00| 100.00000 2500.00
CONSTRUCTION SIGNS | | |
0490 652.361 100.000 LS | 1400.00000 1400.00| 500.00000 500.00| 1800.00000 1800.00
MAINTENANCE OF TRAFFIC CONTROL DEVICES | | |
LETTING DATE : 04/25/01 MAINE DEPARTMENT OF TRANSPORTATION DATE : 12/05/01
PAGE : 4
LOCATION : HEBRON TABULATION OF BIDS
CONTRACT ID : 008936.00
=========
====================================================================================================================================
|( 1 ) 000063 |( 2 ) 000032 |( 3 ) 000416
|WYMAN & SIMPSON, INC. |REED & REED INC. |T BUCK CONSTRUCTION INC.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0500 656.55 5.000 M3 | 30.00000 150.00| 75.00000 375.00| 105.00000 525.00
DUMPED STONE | | |
0510 656.75 LUMP| 3800.00000 3800.00| 2000.00000 2000.00| 5760.00000 5760.00
TEMPORARY SOIL EROSION AND WATER | | |
POLLUTION CONTROL | | |
0520 659.10 LUMP| 22000.00000 22000.00| 15000.00000 15000.00| 35500.00000 35500.00
MOBILIZATION | | |
SECTION TOTALS | $ 224,222.80| $ 245,033.00| $ 248,276.02
------------------------------------------+----------------------------+----------------------------+-------------------------------
CONTRACT TOTALS | $ 224,222.80| $ 245,033.00| $ 248,276.02
====================================================================================================================================
LETTING DATE : 04/25/01 MAINE DEPARTMENT OF TRANSPORTATION DATE : 12/05/01
PAGE : 5
LOCATION : HEBRON TABULATION OF BIDS
CONTRACT ID : 008936.00
=========
====================================================================================================================================
|( 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 202.19 120.000 LS | 30000.00000 30000.00| |
REMOVING EXISTING BRIDGE | | |
0020 203.20 255.000 M3 | 25.00000 6375.00| |
COMMON EXCAVATION | | |
0030 203.25 57.000 M3 | 85.00000 4845.00| |
GRANULAR BORROW | | |
0040 206.082 125.000 M3 | 25.00000 3125.00| |
STRUCTURAL EARTH EXCAVATION - MAJOR | | |
STRUCTURES | | |
0050 304.10 355.000 M3 | 35.00000 12425.00| |
AGGREGATE SUBBASE COURSE - GRAVEL | | |
0060 403.210 35.000 MG | 125.00000 4375.00| |
HOT MIX ASPHALT 9.5 MM NOMINAL MAX SIZE | | |
0070 501.231 1.000 EA | 4800.00000 4800.00| |
DYNAMIC LOADING TEST | | |
0080 501.40 147.000 M | 175.00000 25725.00| |
STEEL H-BEAM PILES 79 KG/M, DELIVERED | | |
0090 501.401 147.000 M | 10.00000 1470.00| |
STEEL H-BEAM PILES 79 KG/M, IN PLACE | | |
0100 501.90 8.000 EA | 100.00000 800.00| |
PILE TIPS | | |
0110 501.91 8.000 EA | 10.00000 80.00| |
PILE SPLICES | | |
0120 501.92 LUMP| 15000.00000 15000.00| |
PILE DRIVING EQUIPMENT MOBILIZATION | | |
0130 502.219 23.000 LS | 30000.00000 30000.00| |
STRUCTURAL CONCRETE, ABUTMENTS AND | | |
RETAINING WALLS | | |
0140 502.49 4.000 LS | 7000.00000 7000.00| |
STRUCTURAL CONCRETE CURBS AND SIDEWALKS | | |
0150 503.12 1003.000 KG | 1.00000 1003.00| |
REINFORCING STEEL, FABRICATED AND | | |
DELIVERED | | |
0160 503.13 1003.000 KG | 1.50000 1504.50| |
REINFORCING STEEL, PLACING | | |
0170 508.14 96.000 LS | 3680.00000 3680.00| |
HIGH PERFORMANCE WATERPROOFING MEMBRANE | | |
0180 511.07 LUMP| 15000.00000 15000.00| |
COFFERDAM: Abutment No. 1 | | |
LETTING DATE : 04/25/01 MAINE DEPARTMENT OF TRANSPORTATION DATE : 12/05/01
PAGE : 6
LOCATION : HEBRON TABULATION OF BIDS
CONTRACT ID : 008936.00
=========
====================================================================================================================================
|( 4 ) 000164 |( ) |( )
|C P M CONSTRUCTORS | |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0190 511.07 LUMP| 15000.00000 15000.00| |
COFFERDAM: Abutment No.2 | | |
0200 514.06 1.000 EA | 750.00000 750.00| |
CURING BOX FOR CONCRETE CYLINDERS | | |
0210 515.21 37.000 LS | 500.00000 500.00| |
PROTECTIVE COATING FOR CONCRETE SURFACE | | |
0220 526.301 12.000 LS | 1500.00000 1500.00| |
TEMPORARY CONCRETE BARRIER TYPE I | | |
0230 535.60 42.000 LS | 50000.00000 50000.00| |
PRESTRESSED STRUCTURAL CONCRETE SLAB | | |
0240 606.265 2.000 EA | 20.00000 40.00| |
TERMINAL END - SINGLE RAIL - GALVANIZED | | |
STEEL | | |
0250 606.35 6.000 EA | 21.00000 126.00| |
GUARDRAIL DELINEATOR POST | | |
0260 606.55 50.000 M | 52.00000 2600.00| |
GUARDRAIL TYPE 3 - SINGLE RAIL | | |
0270 606.59 6.000 M | 59.00000 354.00| |
GUARDRAIL TYPE 3 - 4.5 M RADIUS AND LES | | |
0280 606.74 31.000 M | 297.00000 9207.00| |
GUARDRAIL TYPE 3 - SINGLE RAIL BRIDGE | | |
MOUNTED | | |
0290 606.78 2.000 EA | 530.00000 1060.00| |
LOW VOLUME GUARDRAIL END - TYPE 3 | | |
0300 610.16 110.000 M3 | 85.00000 9350.00| |
HEAVY RIPRAP | | |
0310 613.319 20.000 M2 | 25.00000 500.00| |
TEMPORARY EROSION CONTROL BLANKET | | |
0320 615.07 20.000 M3 | 105.00000 2100.00| |
LOAM | | |
0330 618.1401 5.000 UN | 45.00000 225.00| |
SEEDING METHOD NUMBER 2 - PLAN QUANTITY | | |
0340 619.1201 5.000 UN | 40.00000 200.00| |
MULCH - PLAN QUANTITY | | |
0350 620.58 90.000 M2 | 6.00000 540.00| |
EROSION CONTROL GEOTEXTILE | | |
0360 629.05 10.000 MH | 25.00000 250.00| |
HAND LABOR, STRAIGHT TIME | | |
0370 631.12 10.000 HR | 90.00000 900.00| |
ALL PURPOSE EXCAVATOR (INCLUDING | | |
OPERATOR) | | |
LETTING DATE : 04/25/01 MAINE DEPARTMENT OF TRANSPORTATION DATE : 12/05/01
PAGE : 7
LOCATION : HEBRON TABULATION OF BIDS
CONTRACT ID : 008936.00
=========
====================================================================================================================================
|( 4 ) 000164 |( ) |( )
|C P M CONSTRUCTORS | |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0380 631.14 10.000 HR | 100.00000 1000.00| |
GRADER (INCLUDING OPERATOR) | | |
0390 631.15 10.000 HR | 55.00000 550.00| |
ROLLER, EARTH AND BASE COURSE | | |
(INCLUDING OPERATOR) | | |
0400 631.172 10.000 HR | 40.00000 400.00| |
TRUCK - LARGE (INCLUDING OPERATOR) | | |
0410 631.36 10.000 MH | 35.00000 350.00| |
FOREMAN | | |
0420 637.071 LUMP| 900.00000 900.00| |
DUST CONTROL | | |
0430 639.19 1.000 EA | 5000.00000 5000.00| |
FIELD OFFICE TYPE B | | |
0440 652.31 5.000 EA | 50.00000 250.00| |
TYPE I BARRICADE | | |
0450 652.312 6.000 EA | 250.00000 1500.00| |
TYPE III BARRICADE | | |
0460 652.33 10.000 EA | 50.00000 500.00| |
DRUM | | |
0470 652.34 15.000 EA | 30.00000 450.00| |
CONE | | |
0480 652.35 25.000 M2 | 140.00000 3500.00| |
CONSTRUCTION SIGNS | | |
0490 652.361 100.000 LS | 2500.00000 2500.00| |
MAINTENANCE OF TRAFFIC CONTROL DEVICES | | |
0500 656.55 5.000 M3 | 100.00000 500.00| |
DUMPED STONE | | |
0510 656.75 LUMP| 3000.00000 3000.00| |
TEMPORARY SOIL EROSION AND WATER | | |
POLLUTION CONTROL | | |
0520 659.10 LUMP| 35000.00000 35000.00| |
MOBILIZATION | | |
SECTION TOTALS | $ 317,809.50| $ 0.00| $ 0.00
------------------------------------------+----------------------------+----------------------------+-------------------------------
CONTRACT TOTALS | $ 317,809.50| $ 0.00| $
====================================================================================================================================