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LETTING DATE : 05/04/05 MAINE DEPARTMENT OF TRANSPORTATION DATE : 05/05/05
PAGE : 1
COUNTIE(S): OXFORD TABULATION OF BIDS
CONTRACT ID : 010021.00 COMPLETION DATE : 11/15/05
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PROJECT(S): NH-1002(100)E LOCATION(S): WOODSTOCK MAINE STATE DEPARTMENT OF TRANSPORTATION
A TRUE COPY : __________________________
TITLE : __________________________
ATTEST : ____________________________ CONTRACT DESCRIPTION : WOODSTOCK, HIGHWAY IMPROVEMENTS NOTARY PUBLIC
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TOTAL % OVER
RANK VENDOR NO./NAME BID LOW BID
--------------------------------------------------------------------------------------------------------------------------
1 000416 T BUCK CONSTRUCTION INC. $ 1,919,992.50 100.0000%
2 000855 BRIDGECORP $ 2,166,678.40 112.8483%
3 000164 C P M CONSTRUCTORS $ 2,635,532.50 137.2679%
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|( 1 ) 000416 |( 2 ) 000855 |( 3 ) 000164
|T BUCK CONSTRUCTION INC. |BRIDGECORP |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 201.11 2.000 HA | 14500.00000 29000.00| 17500.00000 35000.00| 15000.00000 30000.00
CLEARING | | |
0020 201.23 1.000 EA | 650.00000 650.00| 750.00000 750.00| 550.00000 550.00
REMOVING SINGLE TREE TOP ONLY | | |
0030 201.24 1.000 EA | 350.00000 350.00| 250.00000 250.00| 450.00000 450.00
REMOVING STUMP | | |
0040 202.15 1.000 EA | 750.00000 750.00| 500.00000 500.00| 750.00000 750.00
REMOVING MANHOLE OR CATCH BASIN | | |
0050 202.203 130.000 M2 | 26.00000 3380.00| 39.58000 5145.40| 27.50000 3575.00
PAVEMENT BUTT JOINTS | | |
0060 203.20 31200.000 M3 | 8.50000 265200.00| 11.00000 343200.00| 17.00000 530400.00
COMMON EXCAVATION | | |
0070 203.21 400.000 M3 | 75.00000 30000.00| 60.00000 24000.00| 175.00000 70000.00
ROCK EXCAVATION | | |
0080 203.2318 50.000 MG | 100.00000 5000.00| 75.00000 3750.00| 250.00000 12500.00
DISPOSAL OF SPECIAL WASTE | | |
0090 203.25 50.000 M3 | 35.50000 1775.00| 13.50000 675.00| 25.00000 1250.00
GRANULAR BORROW | | |
0100 206.061 50.000 M3 | 40.00000 2000.00| 17.50000 875.00| 75.00000 3750.00
STRUCTURAL EARTH EXCAVATION - DRAINAGE | | |
AND MINOR STRUCTURES, BELOW GRADE | | |
0110 206.07 50.000 M3 | 125.00000 6250.00| 125.00000 6250.00| 250.00000 12500.00
STRUCTURAL ROCK EXCAVATION - DRAINAGE | | |
AND MINOR STRUCTURES | | |
LETTING DATE : 05/04/05 MAINE DEPARTMENT OF TRANSPORTATION DATE : 05/05/05
PAGE : 2
COUNTIE(S): OXFORD TABULATION OF BIDS
CONTRACT ID : 010021.00
=========
====================================================================================================================================
|( 1 ) 000416 |( 2 ) 000855 |( 3 ) 000164
|T BUCK CONSTRUCTION INC. |BRIDGECORP |C P M CONSTRUCTORS
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0120 403.208 2200.000 MG | 51.50000 113300.00| 58.00000 127600.00| 51.45000 113190.00
HOT MIX ASPHALT 12.5 MM, SURFACE | | |
0130 403.209 25.000 MG | 125.00000 3125.00| 150.00000 3750.00| 125.00000 3125.00
HOT MIX ASPHALT 9.5 MM(SIDEWALKS,DRIVES | | |
INCIDENTAL ) | | |
0140 409.15 4550.000 L | 1.15000 5232.50| 2.51000 11420.50| 1.15000 5232.50
BITUMINOUS TACK COAT APPLIED | | |
0150 534.71 100.000 LS | 51250.00000 51250.00| 60000.00000 60000.00| 50000.00000 50000.00
PRECAST CONCRETE BOX CULVERT @ STA.1+14 | | |
0160 534.71 100.000 LS | 59750.00000 59750.00| 50000.00000 50000.00| 55000.00000 55000.00
PRECAST CONCRETE BOX CULVERT @ STA.2+29 | | |
0170 534.71 100.000 LS | 58900.00000 58900.00| 45000.00000 45000.00| 45000.00000 45000.00
PRECAST CONCRETE BOX CULVERT @ STA.2+43 | | |
0180 603.16 16.000 M | 110.00000 1760.00| 65.00000 1040.00| 90.00000 1440.00
375 MM CULVERT PIPE OPTION I | | |
0190 603.17 27.000 M | 150.00000 4050.00| 80.00000 2160.00| 105.00000 2835.00
450 MM CULVERT PIPE OPTION I | | |
0200 603.179 122.000 M | 365.00000 44530.00| 125.00000 15250.00| 300.00000 36600.00
450 MM CULVERT PIPE OPTION III | | |
0210 603.19 14.000 M | 190.00000 2660.00| 100.00000 1400.00| 125.00000 1750.00
600 MM CULVERT PIPE OPTION I | | |
0220 603.21 11.000 M | 250.00000 2750.00| 150.00000 1650.00| 135.00000 1485.00
900 MM CULVERT PIPE OPTION I | | |
0230 603.219 64.000 M | 425.00000 27200.00| 250.00000 16000.00| 400.00000 25600.00
900 MM CULVERT PIPE OPTION III | | |
0240 604.247 1.000 EA | 1350.00000 1350.00| 1750.00000 1750.00| 1500.00000 1500.00
CATCH BASIN TYPE F5-C | | |
0250 605.09 430.000 M | 90.00000 38700.00| 72.50000 31175.00| 125.00000 53750.00
150 MM UNDERDRAIN TYPE B | | |
0260 605.10 70.000 M | 65.00000 4550.00| 65.00000 4550.00| 135.00000 9450.00
150 MM UNDERDRAIN OUTLET | | |
0270 606.23 230.000 M | 44.50000 10235.00| 50.00000 11500.00| 47.00000 10810.00
GUARDRAIL TYPE 3C - SINGLE RAIL | | |
0280 606.35 16.000 EA | 25.00000 400.00| 28.00000 448.00| 30.00000 480.00
GUARDRAIL DELINEATOR POST | | |
0290 606.47 6.000 EA | 36.00000 216.00| 40.00000 240.00| 40.00000 240.00
SINGLE WOOD POST | | |
0300 606.79 8.000 EA | 1645.00000 13160.00| 1900.00000 15200.00| 1800.00000 14400.00
GUARDRAIL 350 FLARED TERMINAL | | |
0310 610.08 650.000 M3 | 40.50000 26325.00| 75.00000 48750.00| 75.00000 48750.00
PLAIN RIPRAP | | |
LETTING DATE : 05/04/05 MAINE DEPARTMENT OF TRANSPORTATION DATE : 05/05/05
PAGE : 3
COUNTIE(S): OXFORD TABULATION OF BIDS
CONTRACT ID : 010021.00
=========
====================================================================================================================================
|( 1 ) 000416 |( 2 ) 000855 |( 3 ) 000164
|T BUCK CONSTRUCTION INC. |BRIDGECORP |C P M CONSTRUCTORS
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0320 610.18 300.000 M3 | 60.00000 18000.00| 70.00000 21000.00| 75.00000 22500.00
STONE DITCH PROTECTION | | |
0330 610.210 20.000 M3 | 65.00000 1300.00| 250.00000 5000.00| 175.00000 3500.00
STREAM CHANNEL ROCKS | | |
0340 610.211 40.000 M3 | 35.00000 1400.00| 150.00000 6000.00| 175.00000 7000.00
STREAM CHANNEL GRAVEL | | |
0350 613.319 750.000 M2 | 3.50000 2625.00| 2.50000 1875.00| 3.50000 2625.00
EROSION CONTROL BLANKET | | |
0360 615.07 1050.000 M3 | 36.00000 37800.00| 20.00000 21000.00| 35.00000 36750.00
LOAM | | |
0370 618.1301 2.000 UN | 50.00000 100.00| 57.50000 115.00| 55.00000 110.00
SEEDING METHOD NUMBER 1 - PLAN QUANTITY | | |
0380 618.1401 129.000 UN | 16.00000 2064.00| 16.00000 2064.00| 17.00000 2193.00
SEEDING METHOD NUMBER 2 - PLAN QUANTITY | | |
0390 618.1411 80.000 UN | 29.00000 2320.00| 36.00000 2880.00| 30.00000 2400.00
SEEDING METHOD NUMBER 3 - PLAN QUANTITY | | |
0400 619.1201 211.000 UN | 11.00000 2321.00| 10.00000 2110.00| 12.00000 2532.00
MULCH - PLAN QUANTITY | | |
0410 620.54 1450.000 M2 | 2.00000 2900.00| 1.50000 2175.00| 3.00000 4350.00
STABILIZATION GEOTEXTILE | | |
0420 620.58 1420.000 M2 | 2.50000 3550.00| 2.25000 3195.00| 3.50000 4970.00
EROSION CONTROL GEOTEXTILE | | |
0430 621.531 655.000 EA | 21.60000 14148.00| 25.00000 16375.00| 25.00000 16375.00
DECIDUOUS SHRUBS (300 MM - 450 MM | | |
CALIBER) GROUP A | | |
0440 621.547 450.000 EA | 21.00000 9450.00| 24.50000 11025.00| 24.50000 11025.00
DECIDUOUS SHRUBS (600 MM - 900 MM) | | |
GROUP B | | |
0450 621.80 LUMP| 4200.00000 4200.00| 5000.00000 5000.00| 5000.00000 5000.00
ESTABLISHMENT PERIOD | | |
0460 627.711 7500.000 M | 0.50000 3750.00| 0.50000 3750.00| 0.55000 4125.00
WHITE OR YELLOW PAINTED PAVEMENT | | |
MARKING LINE (PLAN QUANTITY ) | | |
0470 627.76 LUMP| 4000.00000 4000.00| 3500.00000 3500.00| 3500.00000 3500.00
TEMPORARY PAVEMENT MARKING LINE, WHITE | | |
OR YELLOW | | |
0480 629.05 16.000 HR | 35.00000 560.00| 45.00000 720.00| 35.00000 560.00
HAND LABOR, STRAIGHT TIME | | |
0490 631.12 10.000 HR | 100.00000 1000.00| 135.00000 1350.00| 135.00000 1350.00
ALL PURPOSE EXCAVATOR (INCLUDING | | |
OPERATOR) | | |
LETTING DATE : 05/04/05 MAINE DEPARTMENT OF TRANSPORTATION DATE : 05/05/05
PAGE : 4
COUNTIE(S): OXFORD TABULATION OF BIDS
CONTRACT ID : 010021.00
=========
====================================================================================================================================
|( 1 ) 000416 |( 2 ) 000855 |( 3 ) 000164
|T BUCK CONSTRUCTION INC. |BRIDGECORP |C P M CONSTRUCTORS
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0500 631.13 10.000 HR | 80.00000 800.00| 110.00000 1100.00| 135.00000 1350.00
BULLDOZER (INCLUDING OPERATOR) | | |
0510 631.14 10.000 HR | 150.00000 1500.00| 135.00000 1350.00| 150.00000 1500.00
GRADER (INCLUDING OPERATOR) | | |
0520 631.172 10.000 HR | 55.00000 550.00| 65.00000 650.00| 55.00000 550.00
TRUCK - LARGE (INCLUDING OPERATOR) | | |
0530 631.18 10.000 HR | 45.00000 450.00| 60.00000 600.00| 50.00000 500.00
CHAIN SAW RENTAL (INCLUDING OPERATOR) | | |
0540 631.20 10.000 HR | 100.00000 1000.00| 225.00000 2250.00| 300.00000 3000.00
STUMP CHIPPER (INCLUDING OPERATOR) | | |
0550 631.22 16.000 HR | 80.00000 1280.00| 95.00000 1520.00| 135.00000 2160.00
FRONT END LOADER (INCLUDING OPERATOR) | | |
0560 637.071 LUMP| 52000.00000 52000.00| 20000.00000 20000.00| 25000.00000 25000.00
DUST CONTROL | | |
0570 639.18 1.000 EA | 14500.00000 14500.00| 6500.00000 6500.00| 7500.00000 7500.00
FIELD OFFICE TYPE A | | |
0580 652.38 3000.000 HR | 18.00000 54000.00| 15.00000 45000.00| 17.00000 51000.00
FLAGGER | | |
0590 652.39 LUMP| 70000.00000 70000.00| 100000.00000 100000.00| 65000.00000 65000.00
WORK ZONE TRAFFIC CONTROL | | |
0600 656.75 LUMP| 62000.00000 62000.00| 15000.00000 15000.00| 85000.00000 85000.00
TEMPORARY SOIL EROSION AND WATER | | |
POLLUTION CONTROL | | |
0610 659.10 LUMP| 141476.00000 141476.00| 227500.00000 227500.00| 235000.00000 235000.00
MOBILIZATION | | |
0620 660.21 1000.000 HR | 8.00000 8000.00| 1.00000 1000.00| 0.10000 100.00
ON-THE-JOB TRAINING (BID) | | |
SECTION TOTALS | $ 1,332,842.50| $ 1,400,882.90| $ 1,754,887.50
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0002 ALTERNATE 1
| | |
0630 304.08 4750.000 M3 | | |
AGGREGATE BASE COURSE - SCREENED | | |
0640 304.10 11800.000 M3 | | |
AGGREGATE SUBBASE COURSE - GRAVEL | | |
0650 310.23 21900.000 M2 | | |
PLANT MIX RECYCLED ASPHALT PAVEMENT - | | |
75 MM DEPTH | | |
0660 403.207 2150.000 MG | | |
HOT MIX ASPHALT 19.0 MM NOMINAL MAX SIZ | | |
0670 403.213 900.000 MG | | |
HOT MIX ASPHALT 12.5 MM, BASE | | |
SECTION TOTALS | $ 0.00| $ 0.00| $ 0.00
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0003 ALTERNATE 2
| | |
LETTING DATE : 05/04/05 MAINE DEPARTMENT OF TRANSPORTATION DATE : 05/05/05
PAGE : 5
COUNTIE(S): OXFORD TABULATION OF BIDS
CONTRACT ID : 010021.00
=========
====================================================================================================================================
|( 1 ) 000416 |( 2 ) 000855 |( 3 ) 000164
|T BUCK CONSTRUCTION INC. |BRIDGECORP |C P M CONSTRUCTORS
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0680 304.08 5500.000 M3 | 24.00000 132000.00| 29.25000 160875.00| 40.00000 220000.00
AGGREGATE BASE COURSE - SCREENED | | |
0690 304.10 11800.000 M3 | 17.50000 206500.00| 27.50000 324500.00| 35.00000 413000.00
AGGREGATE SUBBASE COURSE - GRAVEL | | |
0700 403.207 2250.000 MG | 51.00000 114750.00| 57.17000 128632.50| 50.90000 114525.00
HOT MIX ASPHALT 19.0 MM NOMINAL MAX SIZ | | |
0710 403.213 2600.000 MG | 51.50000 133900.00| 58.38000 151788.00| 51.20000 133120.00
HOT MIX ASPHALT 12.5 MM, BASE | | |
SECTION TOTALS | $ 587,150.00| $ 765,795.50| $ 880,645.00
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0004 ALTERNATE 3
| | |
0720 304.10 17250.000 M3 | | |
AGGREGATE SUBBASE COURSE - GRAVEL | | |
0730 403.207 2850.000 MG | | |
HOT MIX ASPHALT 19.0 MM NOMINAL MAX SIZ | | |
0740 403.213 3050.000 MG | | |
HOT MIX ASPHALT 12.5 MM, BASE | | |
SECTION TOTALS | $ 0.00| $ 0.00| $ 0.00
------------------------------------------+----------------------------+----------------------------+-------------------------------
CONTRACT TOTALS | $ 1,919,992.50| $ 2,166,678.40| $ 2,635,532.50
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