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LETTING DATE : 01/22/03 MAINE DEPARTMENT OF TRANSPORTATION DATE : 01/22/03
PAGE : 1
LOCATION : TABULATION OF BIDS
CONTRACT ID : 007523.00 COMPLETION DATE : 10/31/03
=========
PROJECT(S): NH-7523(00)E COUNTIE(S) : AROOSTOOK MAINE STATE DEPARTMENT OF TRANSPORTATION
A TRUE COPY : __________________________
TITLE : __________________________
ATTEST : ____________________________ CONTRACT DESCRIPTION : HIGHWAY IMPROVEMENTS NOTARY PUBLIC
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TOTAL % OVER
RANK VENDOR NO./NAME BID LOW BID
--------------------------------------------------------------------------------------------------------------------------
1 000120 ED PELLETIER & SONS, CO. $ 2,561,590.00 100.0000%
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|( 1 ) 000120 |( ) |( )
|ED PELLETIER & SONS, CO. | |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0001 HIGHWAY ITEMS
| | |
0010 201.23 7.000 EA | 250.00000 1750.00| |
REMOVING SINGLE TREE TOP ONLY | | |
0020 201.24 17.000 EA | 250.00000 4250.00| |
REMOVING STUMP | | |
0030 202.08 LUMP| 6000.00000 6000.00| |
REMOVING BUILDING NO.: | | |
0040 202.15 6.000 EA | 300.00000 1800.00| |
REMOVING MANHOLE OR CATCH BASIN | | |
0050 203.22 31100.000 M3 | 9.40000 292340.00| |
UNCLASSIFIED EXCAVATION | | |
0060 203.25 200.000 M3 | 15.00000 3000.00| |
GRANULAR BORROW | | |
0070 203.425 1570.000 M3 | 15.00000 23550.00| |
TIRE SHREDS, TYPE A, DRAINAGE COURSE | | |
0080 206.061 50.000 M3 | 25.00000 1250.00| |
STRUCTURAL EARTH EXCAVATION - DRAINAGE | | |
AND MINOR STRUCTURES, BELOW GRADE | | |
0090 206.07 400.000 M3 | 110.00000 44000.00| |
STRUCTURAL ROCK EXCAVATION - DRAINAGE | | |
AND MINOR STRUCTURES | | |
0100 304.10 22940.000 M3 | 21.60000 495504.00| |
AGGREGATE SUBBASE COURSE - GRAVEL | | |
0110 403.207 5210.000 MG | 51.75000 269617.50| |
HOT MIX ASPHALT 19.0 MM NOMINAL MAX SIZ | | |
0120 403.208 2490.000 MG | 52.50000 130725.00| |
HOT MIX ASPHALT 12.5 MM, SURFACE | | |
LETTING DATE : 01/22/03 MAINE DEPARTMENT OF TRANSPORTATION DATE : 01/22/03
PAGE : 2
LOCATION : TABULATION OF BIDS
CONTRACT ID : 007523.00
=========
====================================================================================================================================
|( 1 ) 000120 |( ) |( )
|ED PELLETIER & SONS, CO. | |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0130 403.209 650.000 MG | 100.00000 65000.00| |
HOT MIX ASPHALT 9.5 MM(SIDEWALKS,DRIVES | | |
INCIDENTAL ) | | |
0140 403.213 2840.000 MG | 52.50000 149100.00| |
HOT MIX ASPHALT 12.5 MM, BASE | | |
0150 409.15 2735.000 L | 1.50000 4102.50| |
BITUMINOUS TACK COAT APPLIED | | |
0160 411.09 160.000 M3 | 26.00000 4160.00| |
UNTREATED AGGREGATE SURFACE COURSE | | |
0170 411.12 15.000 MG | 30.00000 450.00| |
CRUSHED STONE SURFACE | | |
0180 603.04 42.000 M | 60.00000 2520.00| |
100 MM PVC DRAIN SERVICE | | |
0190 603.05 6.000 M | 60.00000 360.00| |
150 MM PVC DRAIN SERVICE | | |
0200 603.15 20.000 M | 80.00000 1600.00| |
300 MILLI METER CULVERT PIPE OPTION I | | |
0210 603.151 8.000 M | 95.00000 760.00| |
300 MM CORRUGATED METAL PIPE | | |
0220 603.159 90.000 M | 90.00000 8100.00| |
300 MM CULVERT PIPE OPTION III | | |
0230 603.16 230.000 M | 80.00000 18400.00| |
375 MM CULVERT PIPE OPTION I | | |
0240 603.169 40.000 M | 90.00000 3600.00| |
375 MM CULVERT PIPE OPTION III | | |
0250 603.179 38.000 M | 100.00000 3800.00| |
450 MM CULVERT PIPE OPTION III | | |
0260 603.189 31.000 M | 120.00000 3720.00| |
525 MM CULVERT PIPE OPTION III | | |
0270 603.19 58.000 M | 120.00000 6960.00| |
600 MM CULVERT PIPE OPTION I | | |
0280 603.199 194.000 M | 140.00000 27160.00| |
600 MM CULVERT PIPE OPTION III | | |
0290 603.219 26.000 M | 200.00000 5200.00| |
900 MM CULVERT PIPE OPTION III | | |
0300 603.225 25.000 M | 320.00000 8000.00| |
1050 MM REINFORCED CONCRETE PIPE CLASS | | |
III | | |
0310 603.7324 44.000 M | 70.00000 3080.00| |
REMOVE AND RELAY 600 MM METAL PIPE | | |
0320 603.77 4.000 EA | 300.00000 1200.00| |
375 MM INLET GRATE UNIT | | |
LETTING DATE : 01/22/03 MAINE DEPARTMENT OF TRANSPORTATION DATE : 01/22/03
PAGE : 3
LOCATION : TABULATION OF BIDS
CONTRACT ID : 007523.00
=========
====================================================================================================================================
|( 1 ) 000120 |( ) |( )
|ED PELLETIER & SONS, CO. | |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0330 603.78 1.000 EA | 500.00000 500.00| |
450 MM INLET GRATE UNIT | | |
0340 603.80 1.000 EA | 600.00000 600.00| |
600 MM INLET GRATE UNIT | | |
0350 604.072 4.000 EA | 1700.00000 6800.00| |
CATCH BASIN TYPE A1-C | | |
0360 604.077 2.000 EA | 2500.00000 5000.00| |
1800MM CATCH BASIN TYPE A1-C | | |
0370 604.092 21.000 EA | 1700.00000 35700.00| |
CATCH BASIN TYPE B1-C | | |
0380 604.14 1.000 EA | 1300.00000 1300.00| |
750 MM CATCH BASIN TYPE E | | |
0390 604.249 1.000 EA | 1600.00000 1600.00| |
CATCH BASIN TYPE F6-C | | |
0400 604.252 2.000 EA | 1700.00000 3400.00| |
CATCH BASIN TYPE A5-C | | |
0410 604.262 15.000 EA | 1700.00000 25500.00| |
CATCH BASIN TYPE B5-C | | |
0420 605.09 1210.000 M | 55.00000 66550.00| |
150 MM UNDERDRAIN TYPE B | | |
0430 605.10 31.000 M | 65.00000 2015.00| |
150 MM UNDERDRAIN OUTLET | | |
0440 605.11 390.000 M | 80.00000 31200.00| |
300 MM UNDERDRAIN TYPE C | | |
0450 605.12 62.000 M | 85.00000 5270.00| |
375 MM UNDERDRAIN TYPE C | | |
0460 605.14 23.000 M | 100.00000 2300.00| |
525 MM UNDERDRAIN TYPE C | | |
0470 605.15 200.000 M | 110.00000 22000.00| |
600 MM UNDERDRAIN TYPE C | | |
0480 605.381 110.000 M | 60.00000 6600.00| |
TIRE SHRED UNDERDRAIN | | |
0490 606.35 14.000 EA | 50.00000 700.00| |
GUARDRAIL DELINEATOR POST | | |
0500 606.47 25.000 EA | 65.00000 1625.00| |
SINGLE WOOD POST | | |
0510 608.241 100.000 M2 | 55.00000 5500.00| |
INTERLOCKING CONCRETE PAVER PAVING - | | |
SAND BASE- REMOVE AND RESET | | |
0520 609.11 109.000 M | 81.00000 8829.00| |
VERTICAL CURB TYPE 1 | | |
LETTING DATE : 01/22/03 MAINE DEPARTMENT OF TRANSPORTATION DATE : 01/22/03
PAGE : 4
LOCATION : TABULATION OF BIDS
CONTRACT ID : 007523.00
=========
====================================================================================================================================
|( 1 ) 000120 |( ) |( )
|ED PELLETIER & SONS, CO. | |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0530 609.12 39.000 M | 90.00000 3510.00| |
VERTICAL CURB TYPE 1 - CIRCULAR | | |
0540 609.237 22.000 EA | 190.00000 4180.00| |
TERMINAL CURB TYPE 1 - 2.1 METER | | |
0550 609.31 1750.000 M | 13.50000 23625.00| |
CURB TYPE 3 | | |
0560 610.08 15.000 M3 | 50.00000 750.00| |
PLAIN RIPRAP | | |
0570 612.06 530.000 M2 | 5.00000 2650.00| |
BITUMINOUS SEALING - BLACK | | |
0580 613.319 500.000 M2 | 3.00000 1500.00| |
EROSION CONTROL BLANKET | | |
0590 615.07 1500.000 M3 | 19.00000 28500.00| |
LOAM | | |
0600 618.1301 88.000 UN | 30.00000 2640.00| |
SEEDING METHOD NUMBER 1 - PLAN QUANTITY | | |
0610 618.1401 141.000 UN | 20.00000 2820.00| |
SEEDING METHOD NUMBER 2 - PLAN QUANTITY | | |
0620 619.1201 403.000 UN | 15.00000 6045.00| |
MULCH - PLAN QUANTITY | | |
0630 620.58 35.000 M2 | 10.00000 350.00| |
EROSION CONTROL GEOTEXTILE | | |
0640 621.031 6.000 EA | 225.00000 1350.00| |
EVERGREEN TREES (1200 MM - 1500 MM) | | |
GROUP A | | |
0650 621.032 6.000 EA | 225.00000 1350.00| |
EVERGREEN TREES (1200 MM - 1500 MM) | | |
GROUP B | | |
0660 621.196 5.000 EA | 375.00000 1875.00| |
MEDIUM DECIDUOUS TREE (45 MM - 50 MM | | |
CALIPER) GROUP B | | |
0670 621.273 11.000 EA | 440.00000 4840.00| |
LARGE DECIDUOUS TREE (50 MM - 65 MM | | |
CALIPER) GROUP A | | |
0680 621.547 12.000 EA | 110.00000 1320.00| |
DECIDUOUS SHRUBS (600 MM - 900 MM) | | |
GROUP B | | |
0690 621.552 12.000 EA | 130.00000 1560.00| |
DECIDUOUS SHRUBS (900 MM - 1200 MM) | | |
GROUP A | | |
0700 627.711 7320.000 M | 0.85000 6222.00| |
WHITE OR YELLOW PAINTED PAVEMENT | | |
MARKING LINE (PLAN QUANTITY ) | | |
LETTING DATE : 01/22/03 MAINE DEPARTMENT OF TRANSPORTATION DATE : 01/22/03
PAGE : 5
LOCATION : TABULATION OF BIDS
CONTRACT ID : 007523.00
=========
====================================================================================================================================
|( 1 ) 000120 |( ) |( )
|ED PELLETIER & SONS, CO. | |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0710 627.75 25.000 M2 | 58.00000 1450.00| |
WHITE OR YELLOW PAVEMENT AND CURB | | |
MARKING | | |
0720 627.76 LUMP| 6900.00000 6900.00| |
TEMPORARY PAVEMENT MARKING LINE, WHITE | | |
OR YELLOW | | |
0730 629.05 20.000 HR | 25.00000 500.00| |
HAND LABOR, STRAIGHT TIME | | |
0740 631.10 20.000 HR | 40.00000 800.00| |
AIR COMPRESSOR (INCLUDING OPERATOR) | | |
0750 631.11 20.000 HR | 30.00000 600.00| |
AIR TOOL (INCLUDING OPERATOR) | | |
0760 631.12 40.000 HR | 90.00000 3600.00| |
ALL PURPOSE EXCAVATOR (INCLUDING | | |
OPERATOR) | | |
0770 631.172 40.000 HR | 55.00000 2200.00| |
TRUCK - LARGE (INCLUDING OPERATOR) | | |
0780 631.18 10.000 HR | 35.00000 350.00| |
CHAIN SAW RENTAL (INCLUDING OPERATOR) | | |
0790 631.20 10.000 HR | 100.00000 1000.00| |
STUMP CHIPPER (INCLUDING OPERATOR) | | |
0800 637.071 LUMP| 20000.00000 20000.00| |
DUST CONTROL | | |
0810 639.18 1.000 EA | 9500.00000 9500.00| |
FIELD OFFICE TYPE A | | |
0820 642.17 1.000 M3 | 1000.00000 1000.00| |
CAST-IN-PLACE CONCRETE STEPS | | |
0830 652.31 20.000 EA | 50.00000 1000.00| |
TYPE I BARRICADE | | |
0840 652.311 15.000 EA | 75.00000 1125.00| |
TYPE II BARRICADE | | |
0850 652.33 200.000 EA | 50.00000 10000.00| |
DRUM | | |
0860 652.34 200.000 EA | 30.00000 6000.00| |
CONE | | |
0870 652.35 55.000 M2 | 100.00000 5500.00| |
CONSTRUCTION SIGNS | | |
0880 652.361 186.000 LS | 10000.00000 10000.00| |
MAINTENANCE OF TRAFFIC CONTROL DEVICES | | |
0890 652.38 4000.000 HR | 14.00000 56000.00| |
FLAGGER | | |
LETTING DATE : 01/22/03 MAINE DEPARTMENT OF TRANSPORTATION DATE : 01/22/03
PAGE : 6
LOCATION : TABULATION OF BIDS
CONTRACT ID : 007523.00
=========
====================================================================================================================================
|( 1 ) 000120 |( ) |( )
|ED PELLETIER & SONS, CO. | |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0900 656.75 LUMP| 15000.00000 15000.00| |
TEMPORARY SOIL EROSION AND WATER | | |
POLLUTION CONTROL | | |
0910 657.24 174.000 UN | 40.00000 6960.00| |
SEEDING PITS | | |
0920 659.10 LUMP| 239850.00000 239850.00| |
MOBILIZATION | | |
0930 660.21 1000.000 HR | 1.00000 1000.00| |
ON-THE-JOB TRAINING (BID) | | |
SECTION TOTALS | $ 2,319,470.00| $ 0.00| $ 0.00
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0002 SEWER ITEMS
| | |
0940 801.05 1500.000 M | 11.00000 16500.00| |
CLEANING AND TV INSPECTION OF EXISTING | | |
SEWERS | | |
0950 801.16 183.000 M | 110.00000 20130.00| |
150 MM PVC SANITARY SEWER | | |
0960 801.17 412.000 M | 125.00000 51500.00| |
200 MM PVC SANITARY SEWER (SDR-35) | | |
0970 803.011 153.000 M3 | 20.00000 3060.00| |
TEST PITS | | |
0980 803.1731 20.000 M | 625.00000 12500.00| |
SEWER MANHOLES | | |
0990 806.061 38.000 M3 | 25.00000 950.00| |
STRUCTURAL EARTH EXCAVATION | | |
1000 812.162 15.000 EA | 350.00000 5250.00| |
ADJUST SEWER MANHOLE TO GRADE | | |
1010 825.30 382.000 M3 | 110.00000 42020.00| |
ROCK EXCAVATION FOR SANITARY SEWER | | |
1020 827.33 31.000 M | 20.00000 620.00| |
TRENCH INSULATION | | |
SECTION TOTALS | $ 152,530.00| $ 0.00| $ 0.00
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0003 WATER ITEMS
| | |
1030 803.011 38.000 M3 | 25.00000 950.00| |
TEST PITS | | |
1040 806.061 38.000 M3 | 25.00000 950.00| |
STRUCTURAL EARTH EXCAVATION | | |
1050 822.34 31.000 M | 600.00000 18600.00| |
200 MM CLASS 52 DI PIPE | | |
LETTING DATE : 01/22/03 MAINE DEPARTMENT OF TRANSPORTATION DATE : 01/22/03
PAGE : 7
LOCATION : TABULATION OF BIDS
CONTRACT ID : 007523.00
=========
====================================================================================================================================
|( 1 ) 000120 |( ) |( )
|ED PELLETIER & SONS, CO. | |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
1060 823.3251 3.000 EA | 1000.00000 3000.00| |
200MM GATE VALVE WITH BOX | | |
1070 823.332 20.000 EA | 100.00000 2000.00| |
GATE VALVE BOX, ADJUST TO GRADE | | |
1080 824.301 2.000 M | 1300.00000 2600.00| |
FIRE HYDRANT SERVICE, ADJUST TO GRADE, | | |
RELOCATE | | |
1090 824.32 7.000 EA | 1450.00000 10150.00| |
REMOVE AND RESET HYDRANTS | | |
1100 825.30 38.000 M3 | 110.00000 4180.00| |
ROCK EXCAVATION FOR SANITARY SEWER | | |
1110 825.313 27.000 EA | 125.00000 3375.00| |
CURB STOPS - ALL DIAMETERS | | |
1120 825.321 3.000 EA | 100.00000 300.00| |
CORPORATION STOPS AND TAPS - ALL | | |
DIAMETERS | | |
1130 825.421 305.000 M | 125.00000 38125.00| |
COPPER SERVICE PIPE - ALL DIAMETERS | | |
1140 827.33 335.000 M | 16.00000 5360.00| |
TRENCH INSULATION | | |
SECTION TOTALS | $ 89,590.00| $ 0.00| $ 0.00
------------------------------------------+----------------------------+----------------------------+-------------------------------
CONTRACT TOTALS | $ 2,561,590.00| $ | $
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