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LETTING DATE : 03/12/03 MAINE DEPARTMENT OF TRANSPORTATION DATE : 03/12/03
PAGE : 1
COUNTIE(S): SAGADAHOC TABULATION OF BIDS
CONTRACT ID : 009305.00 COMPLETION DATE : 10/17/03
=========
PROJECT(S): STP-9305(00)X LOCATION(S): BOWDOIN MAINE STATE DEPARTMENT OF TRANSPORTATION
STP-9308(00)X BOWDOIN
STP-1075(200)X BOWDOIN A TRUE COPY : __________________________
TITLE : __________________________
ATTEST : ____________________________ CONTRACT DESCRIPTION : STRUT NOTARY PUBLIC
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TOTAL % OVER
RANK VENDOR NO./NAME BID LOW BID
--------------------------------------------------------------------------------------------------------------------------
1 000416 T BUCK CONSTRUCTION INC. $ 777,126.48 100.0000%
2 000164 C P M CONSTRUCTORS $ 829,551.45 106.7460%
3 000063 WYMAN & SIMPSON, INC. $ 844,605.30 108.6831%
4 000403 PRATT & SONS INC. $ 847,053.77 108.9982%
====================================================================================================================================
|( 1 ) 000416 |( 2 ) 000164 |( 3 ) 000063
|T BUCK CONSTRUCTION INC. |C P M CONSTRUCTORS |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 201.111 LUMP| 3200.00000 3200.00| 5000.00000 5000.00| 20000.00000 20000.00
CLEARING | | |
0020 202.19 1.000 LS | 30000.00000 30000.00| 20000.00000 20000.00| 35000.00000 35000.00
REMOVING EXISTING BRIDGE | | |
0030 202.203 280.000 M2 | 20.00000 5600.00| 20.00000 5600.00| 21.50000 6020.00
PAVEMENT BUTT JOINTS | | |
0040 203.20 1100.000 M3 | 11.20000 12320.00| 14.00000 15400.00| 14.00000 15400.00
COMMON EXCAVATION | | |
0050 203.2001 5420.000 M3 | 10.90000 59078.00| 14.00000 75880.00| 14.50000 78590.00
COMMON EXCAVATION - PLAN QUANTITY | | |
0060 203.21 500.000 M3 | 48.50000 24250.00| 60.00000 30000.00| 65.00000 32500.00
ROCK EXCAVATION | | |
0070 203.24 35.000 M3 | 48.00000 1680.00| 25.00000 875.00| 13.00000 455.00
COMMON BORROW | | |
0080 203.25 43.000 M3 | 50.00000 2150.00| 60.00000 2580.00| 20.00000 860.00
GRANULAR BORROW | | |
0090 203.35 27.000 M3 | 49.00000 1323.00| 75.00000 2025.00| 35.00000 945.00
CRUSHED STONE FILL | | |
0100 204.41 32.000 M2 | 15.25000 488.00| 35.00000 1120.00| 50.00000 1600.00
REHABILITATION OF EXISTING SHOULDERS, | | |
PLAN QUANTITY | | |
0110 206.07 10.000 M3 | 255.00000 2550.00| 150.00000 1500.00| 145.00000 1450.00
STRUCTURAL ROCK EXCAVATION - DRAINAGE | | |
AND MINOR STRUCTURES | | |
LETTING DATE : 03/12/03 MAINE DEPARTMENT OF TRANSPORTATION DATE : 03/12/03
PAGE : 2
COUNTIE(S): SAGADAHOC TABULATION OF BIDS
CONTRACT ID : 009305.00
=========
====================================================================================================================================
|( 1 ) 000416 |( 2 ) 000164 |( 3 ) 000063
|T BUCK CONSTRUCTION INC. |C P M CONSTRUCTORS |WYMAN & SIMPSON, INC.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0120 206.092 25.000 M3 | 190.00000 4750.00| 150.00000 3750.00| 145.00000 3625.00
STRUCTURAL ROCK EXCAVATION - MAJOR | | |
STRUCTURES | | |
0130 304.10 955.000 M3 | 24.50000 23397.50| 22.00000 21010.00| 17.50000 16712.50
AGGREGATE SUBBASE COURSE - GRAVEL | | |
0140 304.104 2404.820 M3 | 22.25000 53507.25| 22.00000 52906.04| 20.00000 48096.40
AGGREGATE SUBBASE COURSE - GRAVEL (PLAN | | |
QUANTITY) | | |
0150 403.207 940.000 MG | 60.00000 56400.00| 60.00000 56400.00| 65.00000 61100.00
HOT MIX ASPHALT 19.0 MM NOMINAL MAX SIZ | | |
0160 403.208 155.000 MG | 60.00000 9300.00| 60.00000 9300.00| 120.00000 18600.00
HOT MIX ASPHALT 12.5 MM, SURFACE | | |
0170 403.209 65.000 MG | 90.00000 5850.00| 90.00000 5850.00| 133.00000 8645.00
HOT MIX ASPHALT 9.5 MM(SIDEWALKS,DRIVES | | |
INCIDENTAL ) | | |
0180 403.210 680.000 MG | 60.00000 40800.00| 60.00000 40800.00| 65.00000 44200.00
HOT MIX ASPHALT 9.5 MM NOMINAL MAX SIZE | | |
0190 403.211 150.000 MG | 60.00000 9000.00| 60.00000 9000.00| 65.00000 9750.00
HOT MIX ASPHALT (SHIM) | | |
0200 409.15 990.000 L | 3.00000 2970.00| 3.00000 2970.00| 3.25000 3217.50
BITUMINOUS TACK COAT APPLIED | | |
0210 411.10 10.000 M3 | 63.00000 630.00| 50.00000 500.00| 30.00000 300.00
UNTREATED AGGREGATE SURFACE COURSE | | |
(TRUCK MEASURE) | | |
0220 502.341 33.500 M3 | 388.00000 12998.00| 350.00000 11725.00| 1000.00000 33500.00
STRUCTURAL CONCRETE ROADWAY MEDIAN | | |
0230 502.56 10.000 M3 | 715.00000 7150.00| 750.00000 7500.00| 340.00000 3400.00
CONCRETE FILL | | |
0240 508.13 69.000 LS | 3700.00000 3700.00| 3500.00000 3500.00| 3500.00000 3500.00
MEMBRANE WATERPROOFING | | |
0250 509.55 LUMP| 72500.00000 72500.00| 80000.00000 80000.00| 50000.00000 50000.00
STRUCTURAL PLATE PIPE/ PIPE ARCH - | | |
REPLACEMENT | | |
0260 511.07 LUMP| 12750.00000 12750.00| 5000.00000 5000.00| 15000.00000 15000.00
COFFERDAM: | | |
0270 526.301 95.000 LS | 5000.00000 5000.00| 6000.00000 6000.00| 5000.00000 5000.00
TEMPORARY CONCRETE BARRIER TYPE I | | |
0280 534.71 54.000 LS | 78000.00000 78000.00| 80000.00000 80000.00| 80000.00000 80000.00
PRECAST CONCRETE BOX CULVERT | | |
0290 603.179 59.710 M | 130.00000 7762.30| 150.00000 8956.50| 206.00000 12300.26
450 MM CULVERT PIPE OPTION III | | |
LETTING DATE : 03/12/03 MAINE DEPARTMENT OF TRANSPORTATION DATE : 03/12/03
PAGE : 3
COUNTIE(S): SAGADAHOC TABULATION OF BIDS
CONTRACT ID : 009305.00
=========
====================================================================================================================================
|( 1 ) 000416 |( 2 ) 000164 |( 3 ) 000063
|T BUCK CONSTRUCTION INC. |C P M CONSTRUCTORS |WYMAN & SIMPSON, INC.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0300 606.17 205.740 M | 44.50000 9155.43| 33.80000 6954.01| 36.00000 7406.64
GUARDRAIL TYPE 3B - SINGLE RAIL | | |
0310 606.35 6.000 EA | 22.00000 132.00| 30.00000 180.00| 32.00000 192.00
GUARDRAIL DELINEATOR POST | | |
0320 606.752 2.000 EA | 785.00000 1570.00| 1600.00000 3200.00| 1150.00000 2300.00
WIDEN SHOULDER FOR MODIFIED ECCENTRIC | | |
LOADER TERMINAL | | |
0330 606.76 4.000 EA | 1250.00000 5000.00| 1400.00000 5600.00| 1500.00000 6000.00
MODIFIED ECCENTRIC LOADER TERMINAL | | |
0340 609.31 95.000 M | 15.00000 1425.00| 15.00000 1425.00| 14.00000 1330.00
CURB TYPE 3 | | |
0350 610.08 240.000 M3 | 50.00000 12000.00| 80.00000 19200.00| 60.00000 14400.00
PLAIN RIPRAP | | |
0360 610.18 70.000 M3 | 56.00000 3920.00| 80.00000 5600.00| 65.00000 4550.00
STONE DITCH PROTECTION | | |
0370 613.319 515.000 M2 | 1.60000 824.00| 2.50000 1287.50| 3.00000 1545.00
EROSION CONTROL BLANKET | | |
0380 618.1401 56.000 UN | 15.50000 868.00| 15.45000 865.20| 17.00000 952.00
SEEDING METHOD NUMBER 2 - PLAN QUANTITY | | |
0390 619.1201 56.000 UN | 7.50000 420.00| 7.45000 417.20| 8.00000 448.00
MULCH - PLAN QUANTITY | | |
0400 620.58 450.000 M2 | 2.10000 945.00| 3.00000 1350.00| 3.40000 1530.00
EROSION CONTROL GEOTEXTILE | | |
0410 627.76 LUMP| 1150.00000 1150.00| 600.00000 600.00| 650.00000 650.00
TEMPORARY PAVEMENT MARKING LINE, WHITE | | |
OR YELLOW | | |
0420 629.05 30.000 HR | 30.00000 900.00| 30.00000 900.00| 20.00000 600.00
HAND LABOR, STRAIGHT TIME | | |
0430 631.12 25.000 HR | 100.00000 2500.00| 85.00000 2125.00| 75.00000 1875.00
ALL PURPOSE EXCAVATOR (INCLUDING | | |
OPERATOR) | | |
0440 631.13 10.000 HR | 80.00000 800.00| 80.00000 800.00| 40.00000 400.00
BULLDOZER (INCLUDING OPERATOR) | | |
0450 631.172 30.000 HR | 55.00000 1650.00| 50.00000 1500.00| 32.00000 960.00
TRUCK - LARGE (INCLUDING OPERATOR) | | |
0460 635.14 81.000 M2 | 420.00000 34020.00| 700.00000 56700.00| 450.00000 36450.00
PREFABRICATED CONCRETE MODULAR GRAVITY | | |
WALL | | |
0470 639.19 1.000 EA | 4700.00000 4700.00| 10000.00000 10000.00| 4000.00000 4000.00
FIELD OFFICE TYPE B | | |
0480 643.72 LUMP| 18300.00000 18300.00| 20000.00000 20000.00| 19000.00000 19000.00
TEMPORARY TRAFFIC SIGNAL | | |
LETTING DATE : 03/12/03 MAINE DEPARTMENT OF TRANSPORTATION DATE : 03/12/03
PAGE : 4
COUNTIE(S): SAGADAHOC TABULATION OF BIDS
CONTRACT ID : 009305.00
=========
====================================================================================================================================
|( 1 ) 000416 |( 2 ) 000164 |( 3 ) 000063
|T BUCK CONSTRUCTION INC. |C P M CONSTRUCTORS |WYMAN & SIMPSON, INC.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0490 652.39 LUMP| 40600.00000 40600.00| 35000.00000 35000.00| 55000.00000 55000.00
WORK ZONE TRAFFIC CONTROL | | |
0500 656.75 LUMP| 26000.00000 26000.00| 18000.00000 18000.00| 15000.00000 15000.00
TEMPORARY SOIL EROSION AND WATER | | |
POLLUTION CONTROL | | |
0510 658.20 50.000 M2 | 18.50000 925.00| 14.00000 700.00| 15.00000 750.00
ACRYLIC LATEX COLOR FINISH, GREEN | | |
0520 659.10 LUMP| 60218.00000 60218.00| 72000.00000 72000.00| 59500.00000 59500.00
MOBILIZATION | | |
SECTION TOTALS | $ 777,126.48| $ 829,551.45| $ 844,605.30
------------------------------------------+----------------------------+----------------------------+-------------------------------
CONTRACT TOTALS | $ 777,126.48| $ 829,551.45| $ 844,605.30
====================================================================================================================================
LETTING DATE : 03/12/03 MAINE DEPARTMENT OF TRANSPORTATION DATE : 03/12/03
PAGE : 5
COUNTIE(S): SAGADAHOC TABULATION OF BIDS
CONTRACT ID : 009305.00
=========
====================================================================================================================================
|( 4 ) 000403 |( ) |( )
|PRATT & SONS INC. | |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0001 HIGHWAY ITEMS
| | |
0010 201.111 LUMP| 3400.00000 3400.00| |
CLEARING | | |
0020 202.19 1.000 LS | 11000.00000 11000.00| |
REMOVING EXISTING BRIDGE | | |
0030 202.203 280.000 M2 | 23.00000 6440.00| |
PAVEMENT BUTT JOINTS | | |
0040 203.20 1100.000 M3 | 10.30000 11330.00| |
COMMON EXCAVATION | | |
0050 203.2001 5420.000 M3 | 10.30000 55826.00| |
COMMON EXCAVATION - PLAN QUANTITY | | |
0060 203.21 500.000 M3 | 65.00000 32500.00| |
ROCK EXCAVATION | | |
0070 203.24 35.000 M3 | 17.00000 595.00| |
COMMON BORROW | | |
0080 203.25 43.000 M3 | 140.00000 6020.00| |
GRANULAR BORROW | | |
0090 203.35 27.000 M3 | 55.00000 1485.00| |
CRUSHED STONE FILL | | |
0100 204.41 32.000 M2 | 21.00000 672.00| |
REHABILITATION OF EXISTING SHOULDERS, | | |
PLAN QUANTITY | | |
0110 206.07 10.000 M3 | 125.00000 1250.00| |
STRUCTURAL ROCK EXCAVATION - DRAINAGE | | |
AND MINOR STRUCTURES | | |
0120 206.092 25.000 M3 | 125.00000 3125.00| |
STRUCTURAL ROCK EXCAVATION - MAJOR | | |
STRUCTURES | | |
0130 304.10 955.000 M3 | 27.50000 26262.50| |
AGGREGATE SUBBASE COURSE - GRAVEL | | |
0140 304.104 2404.820 M3 | 27.50000 66132.55| |
AGGREGATE SUBBASE COURSE - GRAVEL (PLAN | | |
QUANTITY) | | |
0150 403.207 940.000 MG | 68.00000 63920.00| |
HOT MIX ASPHALT 19.0 MM NOMINAL MAX SIZ | | |
0160 403.208 155.000 MG | 68.00000 10540.00| |
HOT MIX ASPHALT 12.5 MM, SURFACE | | |
0170 403.209 65.000 MG | 100.00000 6500.00| |
HOT MIX ASPHALT 9.5 MM(SIDEWALKS,DRIVES | | |
INCIDENTAL ) | | |
LETTING DATE : 03/12/03 MAINE DEPARTMENT OF TRANSPORTATION DATE : 03/12/03
PAGE : 6
COUNTIE(S): SAGADAHOC TABULATION OF BIDS
CONTRACT ID : 009305.00
=========
====================================================================================================================================
|( 4 ) 000403 |( ) |( )
|PRATT & SONS INC. | |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0180 403.210 680.000 MG | 68.00000 46240.00| |
HOT MIX ASPHALT 9.5 MM NOMINAL MAX SIZE | | |
0190 403.211 150.000 MG | 68.00000 10200.00| |
HOT MIX ASPHALT (SHIM) | | |
0200 409.15 990.000 L | 3.40000 3366.00| |
BITUMINOUS TACK COAT APPLIED | | |
0210 411.10 10.000 M3 | 42.00000 420.00| |
UNTREATED AGGREGATE SURFACE COURSE | | |
(TRUCK MEASURE) | | |
0220 502.341 33.500 M3 | 450.00000 15075.00| |
STRUCTURAL CONCRETE ROADWAY MEDIAN | | |
0230 502.56 10.000 M3 | 210.00000 2100.00| |
CONCRETE FILL | | |
0240 508.13 69.000 LS | 3000.00000 3000.00| |
MEMBRANE WATERPROOFING | | |
0250 509.55 LUMP| 84000.00000 84000.00| |
STRUCTURAL PLATE PIPE/ PIPE ARCH - | | |
REPLACEMENT | | |
0260 511.07 LUMP| 12000.00000 12000.00| |
COFFERDAM: | | |
0270 526.301 95.000 LS | 7500.00000 7500.00| |
TEMPORARY CONCRETE BARRIER TYPE I | | |
0280 534.71 54.000 LS | 71000.00000 71000.00| |
PRECAST CONCRETE BOX CULVERT | | |
0290 603.179 59.710 M | 166.00000 9911.86| |
450 MM CULVERT PIPE OPTION III | | |
0300 606.17 205.740 M | 39.00000 8023.86| |
GUARDRAIL TYPE 3B - SINGLE RAIL | | |
0310 606.35 6.000 EA | 34.00000 204.00| |
GUARDRAIL DELINEATOR POST | | |
0320 606.752 2.000 EA | 750.00000 1500.00| |
WIDEN SHOULDER FOR MODIFIED ECCENTRIC | | |
LOADER TERMINAL | | |
0330 606.76 4.000 EA | 1490.00000 5960.00| |
MODIFIED ECCENTRIC LOADER TERMINAL | | |
0340 609.31 95.000 M | 25.00000 2375.00| |
CURB TYPE 3 | | |
0350 610.08 240.000 M3 | 88.00000 21120.00| |
PLAIN RIPRAP | | |
0360 610.18 70.000 M3 | 52.00000 3640.00| |
STONE DITCH PROTECTION | | |
LETTING DATE : 03/12/03 MAINE DEPARTMENT OF TRANSPORTATION DATE : 03/12/03
PAGE : 7
COUNTIE(S): SAGADAHOC TABULATION OF BIDS
CONTRACT ID : 009305.00
=========
====================================================================================================================================
|( 4 ) 000403 |( ) |( )
|PRATT & SONS INC. | |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0370 613.319 515.000 M2 | 2.00000 1030.00| |
EROSION CONTROL BLANKET | | |
0380 618.1401 56.000 UN | 17.00000 952.00| |
SEEDING METHOD NUMBER 2 - PLAN QUANTITY | | |
0390 619.1201 56.000 UN | 8.00000 448.00| |
MULCH - PLAN QUANTITY | | |
0400 620.58 450.000 M2 | 2.40000 1080.00| |
EROSION CONTROL GEOTEXTILE | | |
0410 627.76 LUMP| 1000.00000 1000.00| |
TEMPORARY PAVEMENT MARKING LINE, WHITE | | |
OR YELLOW | | |
0420 629.05 30.000 HR | 35.00000 1050.00| |
HAND LABOR, STRAIGHT TIME | | |
0430 631.12 25.000 HR | 112.00000 2800.00| |
ALL PURPOSE EXCAVATOR (INCLUDING | | |
OPERATOR) | | |
0440 631.13 10.000 HR | 70.00000 700.00| |
BULLDOZER (INCLUDING OPERATOR) | | |
0450 631.172 30.000 HR | 44.00000 1320.00| |
TRUCK - LARGE (INCLUDING OPERATOR) | | |
0460 635.14 81.000 M2 | 540.00000 43740.00| |
PREFABRICATED CONCRETE MODULAR GRAVITY | | |
WALL | | |
0470 639.19 1.000 EA | 3500.00000 3500.00| |
FIELD OFFICE TYPE B | | |
0480 643.72 LUMP| 18000.00000 18000.00| |
TEMPORARY TRAFFIC SIGNAL | | |
0490 652.39 LUMP| 67500.00000 67500.00| |
WORK ZONE TRAFFIC CONTROL | | |
0500 656.75 LUMP| 10500.00000 10500.00| |
TEMPORARY SOIL EROSION AND WATER | | |
POLLUTION CONTROL | | |
0510 658.20 50.000 M2 | 16.00000 800.00| |
ACRYLIC LATEX COLOR FINISH, GREEN | | |
0520 659.10 LUMP| 78000.00000 78000.00| |
MOBILIZATION | | |
SECTION TOTALS | $ 847,053.77| $ 0.00| $ 0.00
------------------------------------------+----------------------------+----------------------------+-------------------------------
CONTRACT TOTALS | $ 847,053.77| $ 0.00| $
====================================================================================================================================