Skip Maine state header navigation
LETTING DATE : 03/01/06 MAINE DEPARTMENT OF TRANSPORTATION DATE : 03/01/06
PAGE : 1
COUNTIE(S): AROOSTOOK TABULATION OF BIDS
CONTRACT ID : 012113.00 COMPLETION DATE : 10/21/06
=========
PROJECT(S): STP-1211(300)X LOCATION(S): PRESQUE ISLE-EASTON, PAVEMENT REHABILITATIONEPARTMENT OF TRANSPORTATION
A TRUE COPY : __________________________
TITLE : __________________________
ATTEST : ____________________________ CONTRACT DESCRIPTION : PRESQUE ISLE - EASTON, PAVEMENT REHABILITATION NOTARY PUBLIC
--------------------------------------------------------------------------------------------------------------------------
TOTAL % OVER
RANK VENDOR NO./NAME BID LOW BID
--------------------------------------------------------------------------------------------------------------------------
1 000490 MCGILLAN, INC. $ 3,240,813.72 100.0000%
2 000120 ED PELLETIER & SONS, CO. $ 3,241,927.97 100.0344%
3 000707 SARGENT CORPORATION $ 3,763,469.62 116.1273%
====================================================================================================================================
|( 1 ) 000490 |( 2 ) 000120 |( 3 ) 000707
|MCGILLAN, INC. |ED PELLETIER & SONS, CO. |SARGENT CORPORATION
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0001 HIGHWAY ITEMS
| | |
0010 201.11 0.200 HA | 10000.00000 2000.00| 10000.00000 2000.00| 25000.00000 5000.00
CLEARING | | |
0020 201.23 6.000 EA | 250.00000 1500.00| 300.00000 1800.00| 250.00000 1500.00
REMOVING SINGLE TREE TOP ONLY | | |
0030 201.24 6.000 EA | 250.00000 1500.00| 300.00000 1800.00| 250.00000 1500.00
REMOVING STUMP | | |
0040 202.203 240.000 M2 | 22.00000 5280.00| 20.00000 4800.00| 20.00000 4800.00
PAVEMENT BUTT JOINTS | | |
0050 203.2001 31450.000 M3 | 10.00000 314500.00| 10.75000 338087.50| 24.00000 754800.00
COMMON EXCAVATION - PLAN QUANTITY | | |
0060 203.21 2040.000 M3 | 50.00000 102000.00| 50.00000 102000.00| 24.00000 48960.00
ROCK EXCAVATION | | |
0070 205.41 7710.000 M2 | 7.50000 57825.00| 15.45000 119119.50| 6.20000 47802.00
RECONSTRUCTION OF EXISTING SHOULDER | | |
PLAN QUANTITY | | |
0080 206.061 25.000 M3 | 30.00000 750.00| 40.00000 1000.00| 24.00000 600.00
STRUCTURAL EARTH EXCAVATION - DRAINAGE | | |
AND MINOR STRUCTURES, BELOW GRADE | | |
0090 206.07 25.000 M3 | 150.00000 3750.00| 125.00000 3125.00| 120.00000 3000.00
STRUCTURAL ROCK EXCAVATION - DRAINAGE | | |
AND MINOR STRUCTURES | | |
0100 211.20 1750.000 M | 11.00000 19250.00| 12.75000 22312.50| 15.00000 26250.00
INSLOPE EXCAVATION | | |
LETTING DATE : 03/01/06 MAINE DEPARTMENT OF TRANSPORTATION DATE : 03/01/06
PAGE : 2
COUNTIE(S): AROOSTOOK TABULATION OF BIDS
CONTRACT ID : 012113.00
=========
====================================================================================================================================
|( 1 ) 000490 |( 2 ) 000120 |( 3 ) 000707
|MCGILLAN, INC. |ED PELLETIER & SONS, CO. |SARGENT CORPORATION
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0110 211.30 4300.000 M | 11.00000 47300.00| 13.30000 57190.00| 20.00000 86000.00
DITCH EXCAVATION | | |
0120 304.103 340.000 M3 | 35.00000 11900.00| 32.50000 11050.00| 20.00000 6800.00
AGGREGATE SUBBASE - GRAVEL (TRUCK | | |
MEASURE) | | |
0130 304.131 22210.000 M3 | 34.00000 755140.00| 24.50000 544145.00| 28.00000 621880.00
DENSE GRADED CRUSHED AGGREGATE SUBBASE | | |
- PLAN QUANTITY | | |
0140 403.209 230.000 MG | 150.00000 34500.00| 145.00000 33350.00| 149.00000 34270.00
HOT MIX ASPHALT 9.5 MM (SIDEWALKS, | | |
DRIVES, INCIDENTALS) | | |
0150 403.210 4300.000 MG | 71.00000 305300.00| 74.00000 318200.00| 75.00000 322500.00
HOT MIX ASPHALT 9.5 MM NOMINAL MAX SIZE | | |
0160 403.211 100.000 MG | 150.00000 15000.00| 145.00000 14500.00| 148.00000 14800.00
HOT MIX ASPHALT (SHIM) | | |
0170 403.213 11000.000 MG | 70.00000 770000.00| 73.00000 803000.00| 74.00000 814000.00
HOT MIX ASPHALT 12.5 MM, BASE | | |
0180 409.15 13270.000 L | 1.60000 21232.00| 1.60000 21232.00| 1.65000 21895.50
BITUMINOUS TACK COAT APPLIED | | |
0190 411.10 100.000 M3 | 35.00000 3500.00| 60.00000 6000.00| 20.00000 2000.00
UNTREATED AGGREGATE SURFACE COURSE | | |
(TRUCK MEASURE) | | |
0200 411.12 10.000 MG | 40.00000 400.00| 50.00000 500.00| 24.00000 240.00
CRUSHED STONE SURFACE | | |
0210 603.16 236.820 M | 110.00000 26050.20| 104.50000 24747.69| 90.00000 21313.80
375 MM CULVERT PIPE OPTION I | | |
0220 603.17 267.000 M | 130.00000 34710.00| 118.50000 31639.50| 100.00000 26700.00
450 MM CULVERT PIPE OPTION I | | |
0230 603.179 104.530 M | 130.00000 13588.90| 190.00000 19860.70| 140.00000 14634.20
450 MM CULVERT PIPE OPTION III | | |
0240 603.19 83.810 M | 150.00000 12571.50| 160.00000 13409.60| 165.00000 13828.65
600 MM CULVERT PIPE OPTION I | | |
0250 603.199 110.638 M | 150.00000 16595.70| 225.00000 24893.55| 190.00000 21021.22
600 MM CULVERT PIPE OPTION III | | |
0260 603.20 12.190 M | 200.00000 2438.00| 220.00000 2681.80| 165.00000 2011.35
750 MM CULVERT PIPE OPTION I | | |
0270 603.201 6.000 M | 200.00000 1200.00| 310.00000 1860.00| 350.00000 2100.00
750 MM CORRUGATED METAL PIPE | | |
0280 603.205 46.640 M | 325.00000 15158.00| 350.00000 16324.00| 250.00000 11660.00
750 MM REINFORCED CONCRETE PIPE CLASS | | |
III | | |
LETTING DATE : 03/01/06 MAINE DEPARTMENT OF TRANSPORTATION DATE : 03/01/06
PAGE : 3
COUNTIE(S): AROOSTOOK TABULATION OF BIDS
CONTRACT ID : 012113.00
=========
====================================================================================================================================
|( 1 ) 000490 |( 2 ) 000120 |( 3 ) 000707
|MCGILLAN, INC. |ED PELLETIER & SONS, CO. |SARGENT CORPORATION
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0290 603.215 22.860 M | 400.00000 9144.00| 405.00000 9258.30| 325.00000 7429.50
900 MM REINFORCED CONCRETE PIPE CLASS | | |
III | | |
0300 603.255 53.640 M | 600.00000 32184.00| 580.00000 31111.20| 500.00000 26820.00
1500 MM RCP CLASS III | | |
0310 604.092 2.000 EA | 2500.00000 5000.00| 1900.00000 3800.00| 2400.00000 4800.00
CATCH BASIN TYPE B1-C | | |
0320 605.09 60.000 M | 60.00000 3600.00| 125.00000 7500.00| 75.00000 4500.00
150 MM UNDERDRAIN TYPE B | | |
0330 605.10 6.100 M | 65.00000 396.50| 150.00000 915.00| 70.00000 427.00
150 MM UNDERDRAIN OUTLET | | |
0340 605.12 207.000 M | 100.00000 20700.00| 145.00000 30015.00| 100.00000 20700.00
375 MM UNDERDRAIN TYPE C | | |
0350 606.23 171.450 M | 60.00000 10287.00| 63.00000 10801.35| 58.00000 9944.10
GUARDRAIL TYPE 3C - SINGLE RAIL | | |
0360 606.232 7.620 M | 66.00000 502.92| 69.00000 525.78| 65.00000 495.30
GUARDRAIL TYPE 3C - OVER 4.5 M RADIUS | | |
0370 606.265 1.000 EA | 100.00000 100.00| 95.00000 95.00| 77.00000 77.00
TERMINAL END - SINGLE RAIL - GALVANIZED | | |
STEEL | | |
0380 606.353 8.000 EA | 75.00000 600.00| 80.00000 640.00| 55.00000 440.00
REFLECTORIZED FLEXIBLE GUARDRAIL MARKER | | |
0390 606.79 3.000 EA | 2400.00000 7200.00| 2550.00000 7650.00| 2200.00000 6600.00
GUARDRAIL 350 FLARED TERMINAL | | |
0400 607.24 35.000 M | 50.00000 1750.00| 52.00000 1820.00| 55.00000 1925.00
REMOVE AND RESET FENCE | | |
0410 609.31 290.000 M | 30.00000 8700.00| 29.50000 8555.00| 24.00000 6960.00
CURB TYPE 3 | | |
0420 609.40 50.000 M | 40.00000 2000.00| 75.00000 3750.00| 45.00000 2250.00
RESET CURB TYPE 5 | | |
0430 610.08 240.000 M3 | 50.00000 12000.00| 65.00000 15600.00| 60.00000 14400.00
PLAIN RIPRAP | | |
0440 610.18 330.000 M3 | 45.00000 14850.00| 55.00000 18150.00| 45.00000 14850.00
STONE DITCH PROTECTION | | |
0450 613.319 4760.000 M2 | 2.00000 9520.00| 2.55000 12138.00| 2.00000 9520.00
EROSION CONTROL BLANKET | | |
0460 615.07 660.000 M3 | 30.00000 19800.00| 30.00000 19800.00| 8.00000 5280.00
LOAM | | |
0470 618.1301 130.000 UN | 25.00000 3250.00| 20.00000 2600.00| 45.00000 5850.00
SEEDING METHOD NUMBER 1 - PLAN QUANTITY | | |
0480 618.1401 255.000 UN | 25.00000 6375.00| 22.00000 5610.00| 14.00000 3570.00
SEEDING METHOD NUMBER 2 - PLAN QUANTITY | | |
LETTING DATE : 03/01/06 MAINE DEPARTMENT OF TRANSPORTATION DATE : 03/01/06
PAGE : 4
COUNTIE(S): AROOSTOOK TABULATION OF BIDS
CONTRACT ID : 012113.00
=========
====================================================================================================================================
|( 1 ) 000490 |( 2 ) 000120 |( 3 ) 000707
|MCGILLAN, INC. |ED PELLETIER & SONS, CO. |SARGENT CORPORATION
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0490 618.1411 15.000 UN | 25.00000 375.00| 35.00000 525.00| 32.00000 480.00
SEEDING METHOD NUMBER 3 - PLAN QUANTITY | | |
0500 619.1201 400.000 UN | 25.00000 10000.00| 12.00000 4800.00| 7.00000 2800.00
MULCH - PLAN QUANTITY | | |
0510 620.54 450.000 M2 | 4.00000 1800.00| 2.50000 1125.00| 1.00000 450.00
STABILIZATION GEOTEXTILE | | |
0520 620.58 450.000 M2 | 4.00000 1800.00| 3.50000 1575.00| 1.00000 450.00
EROSION CONTROL GEOTEXTILE | | |
0530 621.043 4.000 EA | 400.00000 1600.00| 250.00000 1000.00| 160.00000 640.00
EVERGREEN TREES (1800 MM - 2400 MM) | | |
GROUP A | | |
0540 621.201 1.000 EA | 300.00000 300.00| 450.00000 450.00| 270.00000 270.00
MEDIUM DECIDUOUS TREE (50 MM - 65 MM | | |
CALIPER) GROUP A | | |
0550 627.76 LUMP| 26000.00000 26000.00| 7500.00000 7500.00| 13500.00000 13500.00
TEMPORARY PAVEMENT MARKING LINE, WHITE | | |
OR YELLOW | | |
0560 629.05 25.000 HR | 30.00000 750.00| 28.00000 700.00| 24.00000 600.00
HAND LABOR, STRAIGHT TIME | | |
0570 631.10 10.000 HR | 50.00000 500.00| 45.00000 450.00| 30.00000 300.00
AIR COMPRESSOR (INCLUDING OPERATOR) | | |
0580 631.11 10.000 HR | 50.00000 500.00| 30.00000 300.00| 30.00000 300.00
AIR TOOL (INCLUDING OPERATOR) | | |
0590 631.12 25.000 HR | 100.00000 2500.00| 100.00000 2500.00| 125.00000 3125.00
ALL PURPOSE EXCAVATOR (INCLUDING | | |
OPERATOR) | | |
0600 631.132 15.000 HR | 70.00000 1050.00| 90.00000 1350.00| 90.00000 1350.00
SMALL BULLDOZER (INCLUDING OPERATOR) | | |
0610 631.14 15.000 HR | 100.00000 1500.00| 90.00000 1350.00| 100.00000 1500.00
GRADER (INCLUDING OPERATOR) | | |
0620 631.172 50.000 HR | 55.00000 2750.00| 60.00000 3000.00| 48.00000 2400.00
TRUCK - LARGE (INCLUDING OPERATOR) | | |
0630 631.18 10.000 HR | 35.00000 350.00| 40.00000 400.00| 32.00000 320.00
CHAIN SAW RENTAL (INCLUDING OPERATOR) | | |
0640 639.19 1.000 EA | 10000.00000 10000.00| 9000.00000 9000.00| 8000.00000 8000.00
FIELD OFFICE TYPE B | | |
0650 652.38 3780.000 HR | 18.00000 68040.00| 15.00000 56700.00| 18.00000 68040.00
FLAGGER | | |
0660 652.39 LUMP| 45000.00000 45000.00| 45000.00000 45000.00| 80000.00000 80000.00
WORK ZONE TRAFFIC CONTROL | | |
0670 656.75 LUMP| 40000.00000 40000.00| 60000.00000 60000.00| 120000.00000 120000.00
TEMPORARY SOIL EROSION AND WATER | | |
POLLUTION CONTROL | | |
LETTING DATE : 03/01/06 MAINE DEPARTMENT OF TRANSPORTATION DATE : 03/01/06
PAGE : 5
COUNTIE(S): AROOSTOOK TABULATION OF BIDS
CONTRACT ID : 012113.00
=========
====================================================================================================================================
|( 1 ) 000490 |( 2 ) 000120 |( 3 ) 000707
|MCGILLAN, INC. |ED PELLETIER & SONS, CO. |SARGENT CORPORATION
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0680 658.20 70.000 M2 | 30.00000 2100.00| 32.00000 2240.00| 32.00000 2240.00
ACRYLIC LATEX COLOR FINISH, GREEN | | |
0690 659.10 LUMP| 260000.00000 260000.00| 310000.00000 310000.00| 376000.00000 376000.00
MOBILIZATION | | |
0700 660.21 1000.000 HR | 1.00000 1000.00| 1.00000 1000.00| 2.00000 2000.00
ON-THE-JOB TRAINING (BID) | | |
SECTION TOTALS | $ 3,240,813.72| $ 3,241,927.97| $ 3,763,469.62
------------------------------------------+----------------------------+----------------------------+-------------------------------
CONTRACT TOTALS | $ 3,240,813.72| $ 3,241,927.97| $ 3,763,469.62
====================================================================================================================================