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LETTING DATE : 04/19/06 MAINE DEPARTMENT OF TRANSPORTATION DATE : 04/19/06
PAGE : 1
COUNTIE(S): AROOSTOOK TABULATION OF BIDS
CONTRACT ID : 011028.00 COMPLETION DATE : 11/04/06
=========
PROJECT(S): STP-1102(800)X LOCATION(S): NASHVILLE PLT-PORTAGE LAKE, HIGHWAYEIMPROVEMENTSTMENT OF TRANSPORTATION
A TRUE COPY : __________________________
TITLE : __________________________
ATTEST : ____________________________ CONTRACT DESCRIPTION : NASHVILLE PLT-PORTAGE LAKE, HIGHWAY IMPROVEMENTS NOTARY PUBLIC
-------------------------------------------------------------------------------------------------------------------------------
TOTAL % OVER
RANK VENDOR NO./NAME BID LOW BID
-------------------------------------------------------------------------------------------------------------------------------
1 000120 ED PELLETIER & SONS, CO. $ 1,773,955.00 100.0000%
2 000273 SODERBERG COMPANY, INC. $ 1,847,970.00 104.1723%
3 000707 SARGENT CORPORATION $ 2,060,783.95 116.1689%
4 000490 MCGILLAN, INC. $ 2,347,626.00 132.3385%
====================================================================================================================================
|( 1 ) 000120 |( 2 ) 000273 |( 3 ) 000707
|ED PELLETIER & SONS, CO. |SODERBERG COMPANY, INC. |SARGENT CORPORATION
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
SECTION 0001 HIGHWAY I
| | |
0010 201.11 1.000 AC | 3000.00000 3000.00| 7000.00000 7000.00| 5000.00000 5000.00
CLEARING | | |
0020 203.20 22690.000 CY | 7.85000 178116.50| 7.50000 170175.00| 8.50000 192865.00
COMMON EXCAVATION | | |
0030 203.21 2270.000 CY | 24.00000 54480.00| 30.00000 68100.00| 32.00000 72640.00
ROCK EXCAVATION | | |
0040 203.25 880.000 CY | 16.50000 14520.00| 15.00000 13200.00| 18.50000 16280.00
GRANULAR BORROW | | |
0050 206.061 50.000 CY | 25.00000 1250.00| 20.00000 1000.00| 24.00000 1200.00
STRUCTURAL EARTH EXCAVATION - DRAINAGE | | |
AND MINOR STRUCTURES, BELOW GRADE | | |
0060 206.07 190.000 CY | 80.00000 15200.00| 90.00000 17100.00| 120.00000 22800.00
STRUCTURAL ROCK EXCAVATION - DRAINAGE | | |
AND MINOR STRUCTURES | | |
0070 304.103 250.000 CY | 18.00000 4500.00| 24.00000 6000.00| 20.00000 5000.00
AGGREGATE SUBBASE - GRAVEL (TRUCK | | |
MEASURE) | | |
0080 304.13 15310.000 CY | 19.50000 298545.00| 23.00000 352130.00| 30.00000 459300.00
DENSE GRADED CRUSHED AGGREGATE SUBBASE | | |
0090 307.32 10270.000 SY | 5.40000 55458.00| 3.00000 30810.00| 3.50000 35945.00
FULL DEPTH RECYCLED PAVEMENT(UNTREATED | | |
MAINELINE TRAVELWAY) | | |
LETTING DATE : 04/19/06 MAINE DEPARTMENT OF TRANSPORTATION DATE : 04/19/06
PAGE : 2
COUNTIE(S): AROOSTOOK TABULATION OF BIDS
CONTRACT ID : 011028.00
=========
====================================================================================================================================
|( 1 ) 000120 |( 2 ) 000273 |( 3 ) 000707
|ED PELLETIER & SONS, CO. |SODERBERG COMPANY, INC. |SARGENT CORPORATION
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0100 403.207 2970.000 T | 70.25000 208642.50| 69.00000 204930.00| 73.65000 218740.50
HOT MIX ASPHALT 19.0 MM HMA | | |
0110 403.209 130.000 T | 130.00000 16900.00| 125.00000 16250.00| 137.50000 17875.00
HOT MIX ASPHALT 9.5 MM HMA (SIDEWALKS, | | |
DRIVES, INCIDENTALS) | | |
0120 403.210 2160.000 T | 71.75000 154980.00| 71.00000 153360.00| 75.35000 162756.00
HOT MIX ASPHALT 9.5 MM HMA | | |
0130 403.213 3020.000 T | 71.00000 214420.00| 70.00000 211400.00| 74.50000 224990.00
HOT MIX ASPHALT 12.5 MM HMA BASE | | |
0140 409.15 1765.000 G | 5.50000 9707.50| 6.00000 10590.00| 5.78000 10201.70
BITUMINOUS TACK COAT APPLIED | | |
0150 411.10 200.000 CY | 28.00000 5600.00| 40.00000 8000.00| 24.00000 4800.00
UNTREATED AGGREGATE SURFACE COURSE | | |
(TRUCK MEASURE) | | |
0160 603.16 40.000 LF | 35.00000 1400.00| 35.00000 1400.00| 30.60000 1224.00
15 INCH CULVERT PIPE OPTION I | | |
0170 603.17 668.000 LF | 35.50000 23714.00| 40.00000 26720.00| 35.60000 23780.80
18 INCH CULVERT PIPE OPTION I | | |
0180 603.179 53.000 LF | 44.00000 2332.00| 65.00000 3445.00| 51.30000 2718.90
18 INCH CULVERT PIPE OPTION III | | |
0190 603.19 246.000 LF | 49.50000 12177.00| 45.00000 11070.00| 48.30000 11881.80
24 INCH CULVERT PIPE OPTION I | | |
0200 603.199 55.000 LF | 60.00000 3300.00| 70.00000 3850.00| 63.65000 3500.75
24 INCH CULVERT PIPE OPTION III | | |
0210 603.209 115.000 LF | 70.00000 8050.00| 130.00000 14950.00| 83.00000 9545.00
30 INCH CULVERT PIPE OPTION III | | |
0220 603.77 1.000 EA | 385.00000 385.00| 500.00000 500.00| 585.00000 585.00
15 INCH INLET GRATE UNIT | | |
0230 603.78 1.000 EA | 565.00000 565.00| 800.00000 800.00| 795.00000 795.00
18 INCH INLET GRATE UNIT | | |
0240 603.80 1.000 EA | 900.00000 900.00| 1200.00000 1200.00| 1320.00000 1320.00
24 INCH INLET GRATE UNIT | | |
0250 604.092 6.000 EA | 2150.00000 12900.00| 2300.00000 13800.00| 2800.00000 16800.00
CATCH BASIN TYPE B1-C | | |
0260 605.09 390.000 LF | 28.50000 11115.00| 30.00000 11700.00| 28.80000 11232.00
6 INCH UNDERDRAIN TYPE B | | |
0270 605.10 18.000 LF | 35.00000 630.00| 40.00000 720.00| 28.80000 518.40
6 INCH UNDERDRAIN OUTLET | | |
0280 605.12 792.000 LF | 38.75000 30690.00| 35.00000 27720.00| 41.30000 32709.60
15 INCH UNDERDRAIN TYPE C | | |
0290 605.13 192.000 LF | 45.25000 8688.00| 50.00000 9600.00| 49.00000 9408.00
18 INCH UNDERDRAIN TYPE C | | |
LETTING DATE : 04/19/06 MAINE DEPARTMENT OF TRANSPORTATION DATE : 04/19/06
PAGE : 3
COUNTIE(S): AROOSTOOK TABULATION OF BIDS
CONTRACT ID : 011028.00
=========
====================================================================================================================================
|( 1 ) 000120 |( 2 ) 000273 |( 3 ) 000707
|ED PELLETIER & SONS, CO. |SODERBERG COMPANY, INC. |SARGENT CORPORATION
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0300 605.15 370.000 LF | 50.50000 18685.00| 70.00000 25900.00| 62.50000 23125.00
24 INCH UNDERDRAIN TYPE C | | |
0310 606.23 1250.000 LF | 14.75000 18437.50| 15.00000 18750.00| 15.60000 19500.00
GUARDRAIL TYPE 3C - SINGLE RAIL | | |
0320 606.353 8.000 EA | 30.00000 240.00| 35.00000 280.00| 33.00000 264.00
REFLECTORIZED FLEXIBLE GUARDRAIL MARKER | | |
0330 606.355 5.000 EA | 25.00000 125.00| 25.00000 125.00| 22.00000 110.00
GUARDRAIL MOWING DELINEATORS | | |
0340 606.79 4.000 EA | 2350.00000 9400.00| 2200.00000 8800.00| 2095.00000 8380.00
GUARDRAIL 350 FLARED TERMINAL | | |
0350 609.31 1230.000 LF | 8.60000 10578.00| 8.00000 9840.00| 8.25000 10147.50
CURB TYPE 3 | | |
0360 610.08 75.000 CY | 50.00000 3750.00| 50.00000 3750.00| 50.00000 3750.00
PLAIN RIPRAP | | |
0370 610.18 580.000 CY | 13.75000 7975.00| 40.00000 23200.00| 45.00000 26100.00
STONE DITCH PROTECTION | | |
0380 613.319 3000.000 SY | 2.00000 6000.00| 2.00000 6000.00| 2.00000 6000.00
EROSION CONTROL BLANKET | | |
0390 615.07 220.000 CY | 13.00000 2860.00| 30.00000 6600.00| 8.00000 1760.00
LOAM | | |
0400 618.1301 35.000 UN | 25.00000 875.00| 25.00000 875.00| 24.00000 840.00
SEEDING METHOD NUMBER 1 - PLAN QUANTITY | | |
0410 618.1401 200.000 UN | 25.00000 5000.00| 20.00000 4000.00| 20.00000 4000.00
SEEDING METHOD NUMBER 2 - PLAN QUANTITY | | |
0420 619.1201 235.000 UN | 15.00000 3525.00| 12.00000 2820.00| 18.00000 4230.00
MULCH - PLAN QUANTITY | | |
0430 620.54 6540.000 SY | 1.80000 11772.00| 2.00000 13080.00| 1.50000 9810.00
STABILIZATION GEOTEXTILE | | |
0440 620.58 1800.000 SY | 2.00000 3600.00| 2.00000 3600.00| 1.50000 2700.00
EROSION CONTROL GEOTEXTILE | | |
0450 627.76 LUMP | 5750.00000 5750.00| 6000.00000 6000.00| 8000.00000 8000.00
TEMPORARY PVMT. MARK LINE, W OR YELLOW | | |
0460 629.05 20.000 HR | 28.00000 560.00| 28.00000 560.00| 28.00000 560.00
HAND LABOR, STRAIGHT TIME | | |
0470 631.10 10.000 HR | 45.00000 450.00| 40.00000 400.00| 30.00000 300.00
AIR COMPRESSOR (INCLUDING OPERATOR) | | |
0480 631.11 10.000 HR | 35.00000 350.00| 40.00000 400.00| 36.00000 360.00
AIR TOOL (INCLUDING OPERATOR) | | |
0490 631.12 10.000 HR | 100.00000 1000.00| 125.00000 1250.00| 120.00000 1200.00
ALL PURPOSE EXCAVATOR (INCLUDING | | |
OPERATOR) | | |
LETTING DATE : 04/19/06 MAINE DEPARTMENT OF TRANSPORTATION DATE : 04/19/06
PAGE : 4
COUNTIE(S): AROOSTOOK TABULATION OF BIDS
CONTRACT ID : 011028.00
=========
====================================================================================================================================
|( 1 ) 000120 |( 2 ) 000273 |( 3 ) 000707
|ED PELLETIER & SONS, CO. |SODERBERG COMPANY, INC. |SARGENT CORPORATION
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0500 631.132 20.000 HR | 80.00000 1600.00| 80.00000 1600.00| 100.00000 2000.00
SMALL BULLDOZER (INCLUDING OPERATOR) | | |
0510 631.14 10.000 HR | 100.00000 1000.00| 100.00000 1000.00| 120.00000 1200.00
GRADER (INCLUDING OPERATOR) | | |
0520 631.172 20.000 HR | 60.00000 1200.00| 60.00000 1200.00| 52.00000 1040.00
TRUCK - LARGE (INCLUDING OPERATOR) | | |
0530 639.19 1.000 EA | 8000.00000 8000.00| 10000.00000 10000.00| 8000.00000 8000.00
FIELD OFFICE TYPE B | | |
0540 652.38 3190.000 HR | 17.80000 56782.00| 18.00000 57420.00| 18.00000 57420.00
FLAGGER | | |
0550 652.39 LUMP | 36580.00000 36580.00| 40000.00000 40000.00| 32500.00000 32500.00
WORK ZONE TRAFFIC CONTROL | | |
0560 656.75 LUMP | 29695.00000 29695.00| 25000.00000 25000.00| 45000.00000 45000.00
TEMPORARY SOIL EROSION AND WATER | | |
POLLUTION CONTROL | | |
0570 659.10 LUMP | 176000.00000 176000.00| 178000.00000 178000.00| 206075.00000 206075.00
MOBILIZATION | | |
SECTION TOTALS | $ 1,773,955.00| $ 1,847,970.00| $ 2,060,783.95
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
CONTRACT TOTALS | $ 1,773,955.00| $ 1,847,970.00| $ 2,060,783.95
====================================================================================================================================
LETTING DATE : 04/19/06 MAINE DEPARTMENT OF TRANSPORTATION DATE : 04/19/06
PAGE : 5
COUNTIE(S): AROOSTOOK TABULATION OF BIDS
CONTRACT ID : 011028.00
=========
====================================================================================================================================
|( 4 ) 000490 |( ) |( )
|MCGILLAN, INC. | |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
SECTION 0001 HIGHWAY I
| | |
0010 201.11 1.000 AC | 12000.00000 12000.00| |
CLEARING | | |
0020 203.20 22690.000 CY | 13.50000 306315.00| |
COMMON EXCAVATION | | |
0030 203.21 2270.000 CY | 50.00000 113500.00| |
ROCK EXCAVATION | | |
0040 203.25 880.000 CY | 30.00000 26400.00| |
GRANULAR BORROW | | |
0050 206.061 50.000 CY | 30.00000 1500.00| |
STRUCTURAL EARTH EXCAVATION - DRAINAGE | | |
AND MINOR STRUCTURES, BELOW GRADE | | |
0060 206.07 190.000 CY | 130.00000 24700.00| |
STRUCTURAL ROCK EXCAVATION - DRAINAGE | | |
AND MINOR STRUCTURES | | |
0070 304.103 250.000 CY | 30.00000 7500.00| |
AGGREGATE SUBBASE - GRAVEL (TRUCK | | |
MEASURE) | | |
0080 304.13 15310.000 CY | 30.00000 459300.00| |
DENSE GRADED CRUSHED AGGREGATE SUBBASE | | |
0090 307.32 10270.000 SY | 4.50000 46215.00| |
FULL DEPTH RECYCLED PAVEMENT(UNTREATED | | |
MAINELINE TRAVELWAY) | | |
0100 403.207 2970.000 T | 72.00000 213840.00| |
HOT MIX ASPHALT 19.0 MM HMA | | |
0110 403.209 130.000 T | 150.00000 19500.00| |
HOT MIX ASPHALT 9.5 MM HMA (SIDEWALKS, | | |
DRIVES, INCIDENTALS) | | |
0120 403.210 2160.000 T | 73.00000 157680.00| |
HOT MIX ASPHALT 9.5 MM HMA | | |
0130 403.213 3020.000 T | 72.00000 217440.00| |
HOT MIX ASPHALT 12.5 MM HMA BASE | | |
0140 409.15 1765.000 G | 6.00000 10590.00| |
BITUMINOUS TACK COAT APPLIED | | |
0150 411.10 200.000 CY | 35.00000 7000.00| |
UNTREATED AGGREGATE SURFACE COURSE | | |
(TRUCK MEASURE) | | |
0160 603.16 40.000 LF | 45.00000 1800.00| |
15 INCH CULVERT PIPE OPTION I | | |
0170 603.17 668.000 LF | 55.00000 36740.00| |
18 INCH CULVERT PIPE OPTION I | | |
LETTING DATE : 04/19/06 MAINE DEPARTMENT OF TRANSPORTATION DATE : 04/19/06
PAGE : 6
COUNTIE(S): AROOSTOOK TABULATION OF BIDS
CONTRACT ID : 011028.00
=========
====================================================================================================================================
|( 4 ) 000490 |( ) |( )
|MCGILLAN, INC. | |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0180 603.179 53.000 LF | 55.00000 2915.00| |
18 INCH CULVERT PIPE OPTION III | | |
0190 603.19 246.000 LF | 65.00000 15990.00| |
24 INCH CULVERT PIPE OPTION I | | |
0200 603.199 55.000 LF | 65.00000 3575.00| |
24 INCH CULVERT PIPE OPTION III | | |
0210 603.209 115.000 LF | 75.00000 8625.00| |
30 INCH CULVERT PIPE OPTION III | | |
0220 603.77 1.000 EA | 350.00000 350.00| |
15 INCH INLET GRATE UNIT | | |
0230 603.78 1.000 EA | 500.00000 500.00| |
18 INCH INLET GRATE UNIT | | |
0240 603.80 1.000 EA | 900.00000 900.00| |
24 INCH INLET GRATE UNIT | | |
0250 604.092 6.000 EA | 2500.00000 15000.00| |
CATCH BASIN TYPE B1-C | | |
0260 605.09 390.000 LF | 25.00000 9750.00| |
6 INCH UNDERDRAIN TYPE B | | |
0270 605.10 18.000 LF | 30.00000 540.00| |
6 INCH UNDERDRAIN OUTLET | | |
0280 605.12 792.000 LF | 40.00000 31680.00| |
15 INCH UNDERDRAIN TYPE C | | |
0290 605.13 192.000 LF | 48.00000 9216.00| |
18 INCH UNDERDRAIN TYPE C | | |
0300 605.15 370.000 LF | 56.00000 20720.00| |
24 INCH UNDERDRAIN TYPE C | | |
0310 606.23 1250.000 LF | 16.00000 20000.00| |
GUARDRAIL TYPE 3C - SINGLE RAIL | | |
0320 606.353 8.000 EA | 40.00000 320.00| |
REFLECTORIZED FLEXIBLE GUARDRAIL MARKER | | |
0330 606.355 5.000 EA | 30.00000 150.00| |
GUARDRAIL MOWING DELINEATORS | | |
0340 606.79 4.000 EA | 2500.00000 10000.00| |
GUARDRAIL 350 FLARED TERMINAL | | |
0350 609.31 1230.000 LF | 10.00000 12300.00| |
CURB TYPE 3 | | |
0360 610.08 75.000 CY | 55.00000 4125.00| |
PLAIN RIPRAP | | |
0370 610.18 580.000 CY | 50.00000 29000.00| |
STONE DITCH PROTECTION | | |
0380 613.319 3000.000 SY | 2.00000 6000.00| |
EROSION CONTROL BLANKET | | |
LETTING DATE : 04/19/06 MAINE DEPARTMENT OF TRANSPORTATION DATE : 04/19/06
PAGE : 7
COUNTIE(S): AROOSTOOK TABULATION OF BIDS
CONTRACT ID : 011028.00
=========
====================================================================================================================================
|( 4 ) 000490 |( ) |( )
|MCGILLAN, INC. | |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0390 615.07 220.000 CY | 30.00000 6600.00| |
LOAM | | |
0400 618.1301 35.000 UN | 25.00000 875.00| |
SEEDING METHOD NUMBER 1 - PLAN QUANTITY | | |
0410 618.1401 200.000 UN | 25.00000 5000.00| |
SEEDING METHOD NUMBER 2 - PLAN QUANTITY | | |
0420 619.1201 235.000 UN | 25.00000 5875.00| |
MULCH - PLAN QUANTITY | | |
0430 620.54 6540.000 SY | 2.00000 13080.00| |
STABILIZATION GEOTEXTILE | | |
0440 620.58 1800.000 SY | 2.00000 3600.00| |
EROSION CONTROL GEOTEXTILE | | |
0450 627.76 LUMP | 15000.00000 15000.00| |
TEMPORARY PVMT. MARK LINE, W OR YELLOW | | |
0460 629.05 20.000 HR | 40.00000 800.00| |
HAND LABOR, STRAIGHT TIME | | |
0470 631.10 10.000 HR | 50.00000 500.00| |
AIR COMPRESSOR (INCLUDING OPERATOR) | | |
0480 631.11 10.000 HR | 40.00000 400.00| |
AIR TOOL (INCLUDING OPERATOR) | | |
0490 631.12 10.000 HR | 100.00000 1000.00| |
ALL PURPOSE EXCAVATOR (INCLUDING | | |
OPERATOR) | | |
0500 631.132 20.000 HR | 80.00000 1600.00| |
SMALL BULLDOZER (INCLUDING OPERATOR) | | |
0510 631.14 10.000 HR | 100.00000 1000.00| |
GRADER (INCLUDING OPERATOR) | | |
0520 631.172 20.000 HR | 60.00000 1200.00| |
TRUCK - LARGE (INCLUDING OPERATOR) | | |
0530 639.19 1.000 EA | 10000.00000 10000.00| |
FIELD OFFICE TYPE B | | |
0540 652.38 3190.000 HR | 18.00000 57420.00| |
FLAGGER | | |
0550 652.39 LUMP | 60000.00000 60000.00| |
WORK ZONE TRAFFIC CONTROL | | |
0560 656.75 LUMP | 60000.00000 60000.00| |
TEMPORARY SOIL EROSION AND WATER | | |
POLLUTION CONTROL | | |
0570 659.10 LUMP | 240000.00000 240000.00| |
MOBILIZATION | | |
SECTION TOTALS | $ 2,347,626.00| $ | $
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
CONTRACT TOTALS | $ 2,347,626.00| $ 0.00| $
====================================================================================================================================