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LETTING DATE : 12/04/02 MAINE DEPARTMENT OF TRANSPORTATION DATE : 12/04/02
PAGE : 1
LOCATION : LISBON TABULATION OF BIDS
CONTRACT ID : 008816.10 COMPLETION DATE : 08/15/03
=========
PROJECT(S): STP-8816(100)X COUNTIE(S) : ANDROSCOGGIN MAINE STATE DEPARTMENT OF TRANSPORTATION
A TRUE COPY : __________________________
TITLE : __________________________
ATTEST : ____________________________ CONTRACT DESCRIPTION : HIGHWAY IMPROVEMENTS NOTARY PUBLIC
--------------------------------------------------------------------------------------------------------------------------
TOTAL % OVER
RANK VENDOR NO./NAME BID LOW BID
--------------------------------------------------------------------------------------------------------------------------
1 000763 GENDRON & GENDRON, INC. $ 274,145.50 100.0000%
2 000416 T BUCK CONSTRUCTION INC. $ 342,445.95 124.9139%
3 000063 WYMAN & SIMPSON, INC. $ 353,295.00 128.8713%
4 000403 PRATT & SONS INC. $ 355,072.00 129.5195%
5 000094 HARRY C CROOKER & SONS, INC. $ 357,884.00 130.5453%
6 000164 C P M CONSTRUCTORS $ 418,321.25 152.5910%
====================================================================================================================================
|( 1 ) 000763 |( 2 ) 000416 |( 3 ) 000063
|GENDRON & GENDRON, INC. |T BUCK CONSTRUCTION INC. |WYMAN & SIMPSON, INC.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0001 HIGHWAY ITEMS
| | |
0010 201.23 13.000 EA | 450.00000 5850.00| 600.00000 7800.00| 250.00000 3250.00
REMOVING SINGLE TREE TOP ONLY | | |
0020 201.24 1.000 EA | 500.00000 500.00| 350.00000 350.00| 500.00000 500.00
REMOVING STUMP | | |
0030 202.203 110.000 M2 | 30.00000 3300.00| 30.00000 3300.00| 32.00000 3520.00
PAVEMENT BUTT JOINTS | | |
0040 203.20 1600.000 M3 | 10.00000 16000.00| 8.00000 12800.00| 13.50000 21600.00
COMMON EXCAVATION | | |
0050 203.25 55.000 M3 | 13.00000 715.00| 25.00000 1375.00| 25.00000 1375.00
GRANULAR BORROW | | |
0060 206.061 140.000 M3 | 12.00000 1680.00| 25.00000 3500.00| 20.00000 2800.00
STRUCTURAL EARTH EXCAVATION - DRAINAGE | | |
AND MINOR STRUCTURES, BELOW GRADE | | |
0070 304.10 3250.000 M3 | 15.70000 51025.00| 22.60000 73450.00| 20.80000 67600.00
AGGREGATE SUBBASE COURSE - GRAVEL | | |
0080 307.331 3400.000 M2 | 0.90000 3060.00| 4.50000 15300.00| 3.00000 10200.00
COLD IN-PLACE RECYCLED PAVEMENT | | |
(UNTREATED) | | |
0090 403.207 760.000 MG | 42.50000 32300.00| 42.50000 32300.00| 46.00000 34960.00
HOT MIX ASPHALT 19.0 MM NOMINAL MAX SIZ | | |
LETTING DATE : 12/04/02 MAINE DEPARTMENT OF TRANSPORTATION DATE : 12/04/02
PAGE : 2
LOCATION : LISBON TABULATION OF BIDS
CONTRACT ID : 008816.10
=========
====================================================================================================================================
|( 1 ) 000763 |( 2 ) 000416 |( 3 ) 000063
|GENDRON & GENDRON, INC. |T BUCK CONSTRUCTION INC. |WYMAN & SIMPSON, INC.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0100 403.208 560.000 MG | 42.50000 23800.00| 42.50000 23800.00| 46.00000 25760.00
HOT MIX ASPHALT 12.5 MM, SURFACE | | |
0110 403.209 6.000 MG | 125.00000 750.00| 125.00000 750.00| 135.00000 810.00
HOT MIX ASPHALT 9.5 MM(SIDEWALKS,DRIVES | | |
INCIDENTAL ) | | |
0120 409.15 400.000 L | 3.00000 1200.00| 3.00000 1200.00| 3.25000 1300.00
BITUMINOUS TACK COAT APPLIED | | |
0130 502.21 10.000 M3 | 484.50000 4845.00| 650.00000 6500.00| 750.00000 7500.00
STRUCTURAL CONCRETE, ABUTMENTS AND | | |
RETAINING WALLS | | |
0140 509.12 1000.000 LS | 29830.00000 29830.00| 31500.00000 31500.00| 55000.00000 55000.00
STEEL STRUCTURAL PLATE PIPE ARCH: | | |
0150 603.16 12.000 M | 65.00000 780.00| 75.00000 900.00| 140.00000 1680.00
375 MM CULVERT PIPE OPTION I | | |
0160 603.179 16.000 M | 200.00000 3200.00| 175.00000 2800.00| 150.00000 2400.00
450 MM CULVERT PIPE OPTION III | | |
0170 605.09 350.000 M | 37.00000 12950.00| 55.00000 19250.00| 53.00000 18550.00
150 MM UNDERDRAIN TYPE B | | |
0180 605.10 21.000 M | 85.00000 1785.00| 85.00000 1785.00| 73.00000 1533.00
150 MM UNDERDRAIN OUTLET | | |
0190 606.17 100.000 M | 37.50000 3750.00| 37.50000 3750.00| 40.00000 4000.00
GUARDRAIL TYPE 3B - SINGLE RAIL | | |
0200 606.35 12.000 EA | 21.00000 252.00| 21.00000 252.00| 22.50000 270.00
GUARDRAIL DELINEATOR POST | | |
0210 606.76 4.000 EA | 1750.00000 7000.00| 1150.00000 4600.00| 1240.00000 4960.00
MODIFIED ECCENTRIC LOADER TERMINAL | | |
0220 609.31 95.000 M | 12.00000 1140.00| 12.00000 1140.00| 13.00000 1235.00
CURB TYPE 3 | | |
0230 610.08 19.000 M3 | 35.00000 665.00| 150.00000 2850.00| 75.00000 1425.00
PLAIN RIPRAP | | |
0240 615.07 170.000 M3 | 30.00000 5100.00| 40.00000 6800.00| 26.50000 4505.00
LOAM | | |
0250 618.1301 4.000 UN | 95.00000 380.00| 28.00000 112.00| 30.00000 120.00
SEEDING METHOD NUMBER 1 - PLAN QUANTITY | | |
0260 618.1401 29.000 UN | 38.00000 1102.00| 14.55000 421.95| 16.00000 464.00
SEEDING METHOD NUMBER 2 - PLAN QUANTITY | | |
0270 618.1411 5.000 UN | 111.00000 555.00| 25.00000 125.00| 27.00000 135.00
SEEDING METHOD NUMBER 3 - PLAN QUANTITY | | |
0280 618.15 11.000 KG | 5.00000 55.00| 2.00000 22.00| 3.00000 33.00
TEMPORARY SEEDING | | |
0290 619.1201 70.000 UN | 10.00000 700.00| 7.85000 549.50| 10.00000 700.00
MULCH - PLAN QUANTITY | | |
LETTING DATE : 12/04/02 MAINE DEPARTMENT OF TRANSPORTATION DATE : 12/04/02
PAGE : 3
LOCATION : LISBON TABULATION OF BIDS
CONTRACT ID : 008816.10
=========
====================================================================================================================================
|( 1 ) 000763 |( 2 ) 000416 |( 3 ) 000063
|GENDRON & GENDRON, INC. |T BUCK CONSTRUCTION INC. |WYMAN & SIMPSON, INC.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0300 620.58 90.000 M2 | 6.00000 540.00| 6.00000 540.00| 2.00000 180.00
EROSION CONTROL GEOTEXTILE | | |
0310 627.71 750.000 M | 0.85000 637.50| 0.85000 637.50| 1.00000 750.00
100 MM WHITE PAVEMENT MARKING LINE | | |
0320 627.73 450.000 M | 1.10000 495.00| 1.10000 495.00| 1.20000 540.00
100 MM YELLOW PAVEMENT MARKING LINE | | |
0330 627.75 12.000 M2 | 18.50000 222.00| 18.50000 222.00| 18.00000 216.00
WHITE OR YELLOW PAVEMENT AND CURB | | |
MARKING | | |
0340 627.78 1000.000 M | 1.50000 1500.00| 1.50000 1500.00| 1.65000 1650.00
TEMPORARY 100 MM PAINTED PAVEMENT | | |
MARKING LINE, WHITE OR YELLOW | | |
0350 629.05 16.000 MH | 32.00000 512.00| 30.00000 480.00| 28.00000 448.00
HAND LABOR, STRAIGHT TIME | | |
0360 631.12 8.000 HR | 100.00000 800.00| 120.00000 960.00| 85.00000 680.00
ALL PURPOSE EXCAVATOR (INCLUDING | | |
OPERATOR) | | |
0370 631.172 8.000 HR | 45.00000 360.00| 55.00000 440.00| 40.00000 320.00
TRUCK - LARGE (INCLUDING OPERATOR) | | |
0380 631.22 8.000 HR | 75.00000 600.00| 80.00000 640.00| 55.00000 440.00
FRONT END LOADER (INCLUDING OPERATOR) | | |
0390 637.071 LUMP| 3600.00000 3600.00| 5300.00000 5300.00| 2300.00000 2300.00
DUST CONTROL | | |
0400 639.18 1.000 EA | 5000.00000 5000.00| 8000.00000 8000.00| 4500.00000 4500.00
FIELD OFFICE TYPE A | | |
0410 652.31 5.000 EA | 54.00000 270.00| 85.00000 425.00| 50.00000 250.00
TYPE I BARRICADE | | |
0420 652.311 5.000 EA | 72.00000 360.00| 100.00000 500.00| 60.00000 300.00
TYPE II BARRICADE | | |
0430 652.33 10.000 EA | 54.00000 540.00| 75.00000 750.00| 30.00000 300.00
DRUM | | |
0440 652.34 30.000 EA | 15.00000 450.00| 25.00000 750.00| 20.00000 600.00
CONE | | |
0450 652.35 30.000 M2 | 60.00000 1800.00| 142.00000 4260.00| 105.00000 3150.00
CONSTRUCTION SIGNS | | |
0460 652.361 60.000 LS | 2000.00000 2000.00| 6500.00000 6500.00| 5000.00000 5000.00
MAINTENANCE OF TRAFFIC CONTROL DEVICES | | |
0470 652.38 600.000 MH | 16.00000 9600.00| 20.00000 12000.00| 16.50000 9900.00
FLAGGER | | |
0480 656.75 LUMP| 3600.00000 3600.00| 7000.00000 7000.00| 8300.00000 8300.00
TEMPORARY SOIL EROSION AND WATER | | |
POLLUTION CONTROL | | |
LETTING DATE : 12/04/02 MAINE DEPARTMENT OF TRANSPORTATION DATE : 12/04/02
PAGE : 4
LOCATION : LISBON TABULATION OF BIDS
CONTRACT ID : 008816.10
=========
====================================================================================================================================
|( 1 ) 000763 |( 2 ) 000416 |( 3 ) 000063
|GENDRON & GENDRON, INC. |T BUCK CONSTRUCTION INC. |WYMAN & SIMPSON, INC.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0490 657.24 22.000 UN | 20.00000 440.00| 12.00000 264.00| 13.00000 286.00
SEEDING PITS | | |
0500 659.10 LUMP| 26550.00000 26550.00| 31500.00000 31500.00| 35000.00000 35000.00
MOBILIZATION | | |
SECTION TOTALS | $ 274,145.50| $ 342,445.95| $ 353,295.00
------------------------------------------+----------------------------+----------------------------+-------------------------------
CONTRACT TOTALS | $ 274,145.50| $ 342,445.95| $ 353,295.00
====================================================================================================================================
LETTING DATE : 12/04/02 MAINE DEPARTMENT OF TRANSPORTATION DATE : 12/04/02
PAGE : 5
LOCATION : LISBON TABULATION OF BIDS
CONTRACT ID : 008816.10
=========
====================================================================================================================================
|( 4 ) 000403 |( 5 ) 000094 |( 6 ) 000164
|PRATT & SONS INC. |HARRY C CROOKER & SONS, INC |C P M CONSTRUCTORS
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0001 HIGHWAY ITEMS
| | |
0010 201.23 13.000 EA | 500.00000 6500.00| 300.00000 3900.00| 800.00000 10400.00
REMOVING SINGLE TREE TOP ONLY | | |
0020 201.24 1.000 EA | 165.00000 165.00| 500.00000 500.00| 400.00000 400.00
REMOVING STUMP | | |
0030 202.203 110.000 M2 | 32.00000 3520.00| 25.00000 2750.00| 30.00000 3300.00
PAVEMENT BUTT JOINTS | | |
0040 203.20 1600.000 M3 | 10.00000 16000.00| 20.00000 32000.00| 13.00000 20800.00
COMMON EXCAVATION | | |
0050 203.25 55.000 M3 | 60.00000 3300.00| 30.00000 1650.00| 50.00000 2750.00
GRANULAR BORROW | | |
0060 206.061 140.000 M3 | 30.00000 4200.00| 35.00000 4900.00| 25.00000 3500.00
STRUCTURAL EARTH EXCAVATION - DRAINAGE | | |
AND MINOR STRUCTURES, BELOW GRADE | | |
0070 304.10 3250.000 M3 | 27.00000 87750.00| 20.00000 65000.00| 22.00000 71500.00
AGGREGATE SUBBASE COURSE - GRAVEL | | |
0080 307.331 3400.000 M2 | 9.00000 30600.00| 3.00000 10200.00| 5.00000 17000.00
COLD IN-PLACE RECYCLED PAVEMENT | | |
(UNTREATED) | | |
0090 403.207 760.000 MG | 45.00000 34200.00| 55.00000 41800.00| 42.50000 32300.00
HOT MIX ASPHALT 19.0 MM NOMINAL MAX SIZ | | |
0100 403.208 560.000 MG | 45.00000 25200.00| 55.00000 30800.00| 42.50000 23800.00
HOT MIX ASPHALT 12.5 MM, SURFACE | | |
0110 403.209 6.000 MG | 130.00000 780.00| 175.00000 1050.00| 125.00000 750.00
HOT MIX ASPHALT 9.5 MM(SIDEWALKS,DRIVES | | |
INCIDENTAL ) | | |
0120 409.15 400.000 L | 3.00000 1200.00| 1.50000 600.00| 3.00000 1200.00
BITUMINOUS TACK COAT APPLIED | | |
0130 502.21 10.000 M3 | 1100.00000 11000.00| 700.00000 7000.00| 750.00000 7500.00
STRUCTURAL CONCRETE, ABUTMENTS AND | | |
RETAINING WALLS | | |
0140 509.12 1000.000 LS | 17000.00000 17000.00| 15000.00000 15000.00| 85000.00000 85000.00
STEEL STRUCTURAL PLATE PIPE ARCH: | | |
0150 603.16 12.000 M | 66.00000 792.00| 100.00000 1200.00| 65.00000 780.00
375 MM CULVERT PIPE OPTION I | | |
0160 603.179 16.000 M | 90.00000 1440.00| 250.00000 4000.00| 175.00000 2800.00
450 MM CULVERT PIPE OPTION III | | |
0170 605.09 350.000 M | 85.00000 29750.00| 70.00000 24500.00| 90.00000 31500.00
150 MM UNDERDRAIN TYPE B | | |
0180 605.10 21.000 M | 74.00000 1554.00| 75.00000 1575.00| 90.00000 1890.00
150 MM UNDERDRAIN OUTLET | | |
LETTING DATE : 12/04/02 MAINE DEPARTMENT OF TRANSPORTATION DATE : 12/04/02
PAGE : 6
LOCATION : LISBON TABULATION OF BIDS
CONTRACT ID : 008816.10
=========
====================================================================================================================================
|( 4 ) 000403 |( 5 ) 000094 |( 6 ) 000164
|PRATT & SONS INC. |HARRY C CROOKER & SONS, INC |C P M CONSTRUCTORS
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0190 606.17 100.000 M | 41.00000 4100.00| 40.00000 4000.00| 37.50000 3750.00
GUARDRAIL TYPE 3B - SINGLE RAIL | | |
0200 606.35 12.000 EA | 23.00000 276.00| 30.00000 360.00| 21.00000 252.00
GUARDRAIL DELINEATOR POST | | |
0210 606.76 4.000 EA | 1250.00000 5000.00| 1500.00000 6000.00| 1150.00000 4600.00
MODIFIED ECCENTRIC LOADER TERMINAL | | |
0220 609.31 95.000 M | 17.00000 1615.00| 16.50000 1567.50| 15.25000 1448.75
CURB TYPE 3 | | |
0230 610.08 19.000 M3 | 50.00000 950.00| 65.00000 1235.00| 85.00000 1615.00
PLAIN RIPRAP | | |
0240 615.07 170.000 M3 | 40.00000 6800.00| 35.00000 5950.00| 55.00000 9350.00
LOAM | | |
0250 618.1301 4.000 UN | 30.00000 120.00| 30.00000 120.00| 28.00000 112.00
SEEDING METHOD NUMBER 1 - PLAN QUANTITY | | |
0260 618.1401 29.000 UN | 16.00000 464.00| 15.00000 435.00| 15.00000 435.00
SEEDING METHOD NUMBER 2 - PLAN QUANTITY | | |
0270 618.1411 5.000 UN | 27.00000 135.00| 30.00000 150.00| 25.00000 125.00
SEEDING METHOD NUMBER 3 - PLAN QUANTITY | | |
0280 618.15 11.000 KG | 2.00000 22.00| 5.00000 55.00| 2.00000 22.00
TEMPORARY SEEDING | | |
0290 619.1201 70.000 UN | 9.00000 630.00| 10.00000 700.00| 8.00000 560.00
MULCH - PLAN QUANTITY | | |
0300 620.58 90.000 M2 | 1.80000 162.00| 2.50000 225.00| 6.00000 540.00
EROSION CONTROL GEOTEXTILE | | |
0310 627.71 750.000 M | 0.90000 675.00| 0.80000 600.00| 0.85000 637.50
100 MM WHITE PAVEMENT MARKING LINE | | |
0320 627.73 450.000 M | 1.20000 540.00| 1.65000 742.50| 1.10000 495.00
100 MM YELLOW PAVEMENT MARKING LINE | | |
0330 627.75 12.000 M2 | 20.00000 240.00| 40.00000 480.00| 18.50000 222.00
WHITE OR YELLOW PAVEMENT AND CURB | | |
MARKING | | |
0340 627.78 1000.000 M | 1.60000 1600.00| 1.75000 1750.00| 1.50000 1500.00
TEMPORARY 100 MM PAINTED PAVEMENT | | |
MARKING LINE, WHITE OR YELLOW | | |
0350 629.05 16.000 MH | 33.00000 528.00| 25.00000 400.00| 25.00000 400.00
HAND LABOR, STRAIGHT TIME | | |
0360 631.12 8.000 HR | 103.00000 824.00| 100.00000 800.00| 85.00000 680.00
ALL PURPOSE EXCAVATOR (INCLUDING | | |
OPERATOR) | | |
0370 631.172 8.000 HR | 42.00000 336.00| 50.00000 400.00| 45.00000 360.00
TRUCK - LARGE (INCLUDING OPERATOR) | | |
LETTING DATE : 12/04/02 MAINE DEPARTMENT OF TRANSPORTATION DATE : 12/04/02
PAGE : 7
LOCATION : LISBON TABULATION OF BIDS
CONTRACT ID : 008816.10
=========
====================================================================================================================================
|( 4 ) 000403 |( 5 ) 000094 |( 6 ) 000164
|PRATT & SONS INC. |HARRY C CROOKER & SONS, INC |C P M CONSTRUCTORS
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0380 631.22 8.000 HR | 78.00000 624.00| 100.00000 800.00| 75.00000 600.00
FRONT END LOADER (INCLUDING OPERATOR) | | |
0390 637.071 LUMP| 1200.00000 1200.00| 2500.00000 2500.00| 5000.00000 5000.00
DUST CONTROL | | |
0400 639.18 1.000 EA | 3500.00000 3500.00| 7500.00000 7500.00| 10000.00000 10000.00
FIELD OFFICE TYPE A | | |
0410 652.31 5.000 EA | 50.00000 250.00| 25.00000 125.00| 50.00000 250.00
TYPE I BARRICADE | | |
0420 652.311 5.000 EA | 50.00000 250.00| 30.00000 150.00| 55.00000 275.00
TYPE II BARRICADE | | |
0430 652.33 10.000 EA | 70.00000 700.00| 50.00000 500.00| 55.00000 550.00
DRUM | | |
0440 652.34 30.000 EA | 14.00000 420.00| 25.00000 750.00| 20.00000 600.00
CONE | | |
0450 652.35 30.000 M2 | 105.00000 3150.00| 130.00000 3900.00| 125.00000 3750.00
CONSTRUCTION SIGNS | | |
0460 652.361 60.000 LS | 4000.00000 4000.00| 10000.00000 10000.00| 5000.00000 5000.00
MAINTENANCE OF TRAFFIC CONTROL DEVICES | | |
0470 652.38 600.000 MH | 15.00000 9000.00| 20.00000 12000.00| 15.00000 9000.00
FLAGGER | | |
0480 656.75 LUMP| 2900.00000 2900.00| 10000.00000 10000.00| 3000.00000 3000.00
TEMPORARY SOIL EROSION AND WATER | | |
POLLUTION CONTROL | | |
0490 657.24 22.000 UN | 5.00000 110.00| 12.00000 264.00| 1.00000 22.00
SEEDING PITS | | |
0500 659.10 LUMP| 29000.00000 29000.00| 35000.00000 35000.00| 36000.00000 36000.00
MOBILIZATION | | |
SECTION TOTALS | $ 355,072.00| $ 357,884.00| $ 418,321.25
------------------------------------------+----------------------------+----------------------------+-------------------------------
CONTRACT TOTALS | $ 355,072.00| $ 357,884.00| $ 418,321.25
====================================================================================================================================