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LETTING DATE : 06/05/02 MAINE DEPARTMENT OF TRANSPORTATION DATE : 12/10/02
PAGE : 1
LOCATION : AUBURN TABULATION OF BIDS
CONTRACT ID : 008815.00 COMPLETION DATE : 06/06/03
=========
PROJECT(S): STP-8815(00)X COUNTIE(S) : ANDROSCOGGIN MAINE STATE DEPARTMENT OF TRANSPORTATION
STP-8817(00)X
STP-1068(800)X A TRUE COPY : __________________________
OTHERS
TITLE : __________________________
ATTEST : ____________________________ CONTRACT DESCRIPTION : HIGHWAY IMPROVEMENTS AND HIGHWAY RESURFACING NOTARY PUBLIC
--------------------------------------------------------------------------------------------------------------------------
TOTAL % OVER
RANK VENDOR NO./NAME BID LOW BID
--------------------------------------------------------------------------------------------------------------------------
1 000403 PRATT & SONS INC. $ 1,363,737.79 100.0000%
2 000164 C P M CONSTRUCTORS $ 1,408,987.25 103.3180%
3 000416 T BUCK CONSTRUCTION INC. $ 1,473,301.61 108.0341%
4 000855 BRIDGECORP $ 1,684,162.13 123.4960%
====================================================================================================================================
|( 1 ) 000403 |( 2 ) 000164 |( 3 ) 000416
|PRATT & SONS INC. |C P M CONSTRUCTORS |T BUCK CONSTRUCTION INC.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0001 HIGHWAY ITEMS
| | |
0010 201.23 3.000 EA | 530.00000 1590.00| 500.00000 1500.00| 300.00000 900.00
REMOVING SINGLE TREE TOP ONLY | | |
0020 201.24 2.000 EA | 175.00000 350.00| 300.00000 600.00| 200.00000 400.00
REMOVING STUMP | | |
0030 202.203 2034.000 M2 | 26.50000 53901.00| 25.00000 50850.00| 25.00000 50850.00
PAVEMENT BUTT JOINTS | | |
0040 203.20 7970.000 M3 | 10.00000 79700.00| 13.00000 103610.00| 13.35000 106399.50
COMMON EXCAVATION | | |
0050 203.25 300.000 M3 | 25.00000 7500.00| 22.00000 6600.00| 21.60000 6480.00
GRANULAR BORROW | | |
0060 206.061 10.000 M3 | 14.00000 140.00| 30.00000 300.00| 25.00000 250.00
STRUCTURAL EARTH EXCAVATION - DRAINAGE | | |
AND MINOR STRUCTURES, BELOW GRADE | | |
Underdrain & Minor Structures | | |
0070 304.10 7900.000 M3 | 21.00000 165900.00| 18.00000 142200.00| 20.90000 165110.00
AGGREGATE SUBBASE COURSE - GRAVEL | | |
0080 307.32 5330.000 M2 | 2.70000 14391.00| 2.75000 14657.50| 2.90000 15457.00
COLD IN-PLACE RECYCLED MATERIAL | | |
(UNTREATED) TRAVELWAY | | |
0090 403.207 2005.000 MG | 42.00000 84210.00| 40.00000 80200.00| 40.00000 80200.00
HOT MIX ASPHALT 19.0 MM NOMINAL MAX SIZ | | |
0100 403.208 2222.000 MG | 47.00000 104434.00| 45.00000 99990.00| 45.00000 99990.00
HOT MIX ASPHALT 12.5 MM, SURFACE | | |
LETTING DATE : 06/05/02 MAINE DEPARTMENT OF TRANSPORTATION DATE : 12/10/02
PAGE : 2
LOCATION : AUBURN TABULATION OF BIDS
CONTRACT ID : 008815.00
=========
====================================================================================================================================
|( 1 ) 000403 |( 2 ) 000164 |( 3 ) 000416
|PRATT & SONS INC. |C P M CONSTRUCTORS |T BUCK CONSTRUCTION INC.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0110 403.209 295.000 MG | 103.00000 30385.00| 93.50000 27582.50| 100.00000 29500.00
HOT MIX ASPHALT 9.5 MM(SIDEWALKS,DRIVES | | |
INCIDENTAL ) | | |
0120 403.210 1950.000 MG | 42.00000 81900.00| 40.00000 78000.00| 40.00000 78000.00
HOT MIX ASPHALT 9.5 MM NOMINAL MAX SIZE | | |
0130 403.211 1090.000 MG | 42.00000 45780.00| 40.00000 43600.00| 40.00000 43600.00
HOT MIX ASPHALT (SHIM) | | |
0140 403.213 440.000 MG | 47.00000 20680.00| 45.00000 19800.00| 45.00000 19800.00
HOT MIX ASPHALT 12.5 MM, BASE | | |
0150 409.15 2830.000 L | 1.30000 3679.00| 1.25000 3537.50| 1.25000 3537.50
BITUMINOUS TACK COAT APPLIED | | |
0160 411.10 25.000 M3 | 40.00000 1000.00| 40.00000 1000.00| 20.00000 500.00
UNTREATED AGGREGATE SURFACE COURSE | | |
(TRUCK MEASURE) | | |
0170 601.22 276.000 M3 | 140.00000 38640.00| 200.00000 55200.00| 170.00000 46920.00
GABIONS, PVC COATED | | |
0180 603.159 34.000 M | 248.00000 8432.00| 175.00000 5950.00| 345.00000 11730.00
300 MM CULVERT PIPE OPTION III | | |
0190 603.16 40.000 M | 51.00000 2040.00| 50.00000 2000.00| 82.50000 3300.00
375 MM CULVERT PIPE OPTION I | | |
0200 603.179 150.000 M | 132.00000 19800.00| 125.00000 18750.00| 145.00000 21750.00
450 MM CULVERT PIPE OPTION III | | |
0210 603.195 10.000 M | 1200.00000 12000.00| 800.00000 8000.00| 830.00000 8300.00
600 MM RCP CLASS III | | |
0220 604.092 15.000 EA | 1985.00000 29775.00| 2200.00000 33000.00| 2320.00000 34800.00
CATCH BASIN TYPE B1-C | | |
0230 604.14 1.000 EA | 1400.00000 1400.00| 2000.00000 2000.00| 2000.00000 2000.00
750 MM CATCH BASIN TYPE E | | |
0240 604.166 2.000 EA | 1400.00000 2800.00| 1000.00000 2000.00| 1000.00000 2000.00
REBUILDING MANHOLE | | |
0250 604.18 16.000 EA | 365.00000 5840.00| 350.00000 5600.00| 350.00000 5600.00
ADJUSTING MANHOLE OR CATCH BASIN TO | | |
GRADE | | |
0260 604.182 1.000 EA | 85.00000 85.00| 300.00000 300.00| 200.00000 200.00
CLEAN EXISTING CATCH BASIN AND MANHOLE | | |
0270 604.26 3.400 EA | 2000.00000 6800.00| 2200.00000 7480.00| 2080.00000 7072.00
CATCH BASIN TYPE B5 | | |
0280 604.262 3.400 EA | 2000.00000 6800.00| 2200.00000 7480.00| 2080.00000 7072.00
CATCH BASIN TYPE B5-C | | |
0290 605.09 991.000 M | 81.00000 80271.00| 75.00000 74325.00| 74.00000 73334.00
150 MM UNDERDRAIN TYPE B | | |
LETTING DATE : 06/05/02 MAINE DEPARTMENT OF TRANSPORTATION DATE : 12/10/02
PAGE : 3
LOCATION : AUBURN TABULATION OF BIDS
CONTRACT ID : 008815.00
=========
====================================================================================================================================
|( 1 ) 000403 |( 2 ) 000164 |( 3 ) 000416
|PRATT & SONS INC. |C P M CONSTRUCTORS |T BUCK CONSTRUCTION INC.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0300 605.10 12.000 M | 75.00000 900.00| 75.00000 900.00| 210.00000 2520.00
150 MM UNDERDRAIN OUTLET | | |
0310 605.11 585.000 M | 89.00000 52065.00| 100.00000 58500.00| 92.50000 54112.50
300 MM UNDERDRAIN TYPE C | | |
0320 605.12 633.000 M | 92.00000 58236.00| 105.00000 66465.00| 103.00000 65199.00
375 MM UNDERDRAIN TYPE C | | |
0330 605.13 140.000 M | 106.00000 14840.00| 120.00000 16800.00| 130.00000 18200.00
450 MM UNDERDRAIN TYPE C | | |
0340 606.35 18.000 EA | 32.00000 576.00| 30.00000 540.00| 30.00000 540.00
GUARDRAIL DELINEATOR POST | | |
0350 606.47 20.000 EA | 37.00000 740.00| 35.00000 700.00| 35.00000 700.00
SINGLE WOOD POST | | |
0360 606.55 125.730 M | 34.00000 4274.82| 32.00000 4023.36| 32.50000 4086.23
GUARDRAIL TYPE 3 - SINGLE RAIL | | |
0370 606.59 15.240 M | 37.50000 571.50| 35.50000 541.02| 35.50000 541.02
GUARDRAIL TYPE 3 - 4.5 M RADIUS AND LES | | |
0380 606.60 11.430 M | 37.50000 428.63| 35.50000 405.77| 35.50000 405.77
GUARDRAIL TYPE 3 - OVER 4.5 METER RADIU | | |
0390 606.752 1.000 EA | 650.00000 650.00| 1200.00000 1200.00| 600.00000 600.00
WIDEN SHOULDER FOR MODIFIED ECCENTRIC | | |
LOADER TERMINAL | | |
0400 606.76 1.000 EA | 1500.00000 1500.00| 1400.00000 1400.00| 1400.00000 1400.00
MODIFIED ECCENTRIC LOADER TERMINAL | | |
0410 609.31 1636.000 M | 18.00000 29448.00| 9.84000 16098.24| 12.00000 19632.00
CURB TYPE 3 | | |
0420 610.08 228.000 M3 | 51.00000 11628.00| 55.00000 12540.00| 45.00000 10260.00
PLAIN RIPRAP | | |
0430 612.06 540.000 M2 | 3.80000 2052.00| 3.55000 1917.00| 3.55000 1917.00
BITUMINOUS SEALING - BLACK | | |
0440 615.07 860.000 M3 | 22.00000 18920.00| 45.00000 38700.00| 30.00000 25800.00
LOAM | | |
0450 618.1301 58.300 UN | 29.00000 1690.70| 28.00000 1632.40| 28.00000 1632.40
SEEDING METHOD NUMBER 1 - PLAN QUANTITY | | |
0460 618.1401 55.900 UN | 15.00000 838.50| 14.35000 802.17| 14.35000 802.17
SEEDING METHOD NUMBER 2 - PLAN QUANTITY | | |
0470 619.1201 114.200 UN | 8.00000 913.60| 7.45000 850.79| 7.45000 850.79
MULCH - PLAN QUANTITY | | |
0480 620.54 3700.000 M2 | 2.00000 7400.00| 1.25000 4625.00| 1.80000 6660.00
STABILIZATION GEOTEXTILE | | |
0490 620.58 585.000 M2 | 1.70000 994.50| 2.00000 1170.00| 2.20000 1287.00
EROSION CONTROL GEOTEXTILE | | |
LETTING DATE : 06/05/02 MAINE DEPARTMENT OF TRANSPORTATION DATE : 12/10/02
PAGE : 4
LOCATION : AUBURN TABULATION OF BIDS
CONTRACT ID : 008815.00
=========
====================================================================================================================================
|( 1 ) 000403 |( 2 ) 000164 |( 3 ) 000416
|PRATT & SONS INC. |C P M CONSTRUCTORS |T BUCK CONSTRUCTION INC.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0500 621.273 2.000 EA | 390.00000 780.00| 350.00000 700.00| 375.00000 750.00
LARGE DECIDUOUS TREE (50 MM - 65 MM | | |
CALIPER) GROUP A | | |
0510 621.54 11.000 EA | 130.00000 1430.00| 65.00000 715.00| 125.00000 1375.00
DECIDUOUS SHRUBS (450 MM - 600 MM) | | |
GROUP A | | |
0520 627.711 9881.000 M | 0.34000 3359.54| 0.50000 4940.50| 0.33000 3260.73
WHITE OR YELLOW PAINTED PAVEMENT | | |
MARKING LINE (PLAN QUANTITY ) | | |
0530 627.75 5.000 M2 | 112.00000 560.00| 14.50000 72.50| 107.60000 538.00
WHITE OR YELLOW PAVEMENT AND CURB | | |
MARKING | | |
0540 627.76 LUMP| 5100.00000 5100.00| 1.00000 1.00| 4800.00000 4800.00
TEMPORARY PAVEMENT MARKING LINE, WHITE | | |
OR YELLOW | | |
0550 629.05 70.000 MH | 35.20000 2464.00| 25.00000 1750.00| 20.50000 1435.00
HAND LABOR, STRAIGHT TIME | | |
0560 631.12 50.000 HR | 99.00000 4950.00| 80.00000 4000.00| 70.00000 3500.00
ALL PURPOSE EXCAVATOR (INCLUDING | | |
OPERATOR) | | |
0570 631.14 20.000 HR | 160.00000 3200.00| 100.00000 2000.00| 120.00000 2400.00
GRADER (INCLUDING OPERATOR) | | |
0580 631.172 50.000 HR | 47.00000 2350.00| 45.00000 2250.00| 50.00000 2500.00
TRUCK - LARGE (INCLUDING OPERATOR) | | |
0590 631.20 14.000 HR | 120.00000 1680.00| 125.00000 1750.00| 85.00000 1190.00
STUMP CHIPPER (INCLUDING OPERATOR) | | |
0600 631.21 8.000 HR | 55.00000 440.00| 70.00000 560.00| 95.00000 760.00
ROAD BROOM (INCLUDING OPERATORS AND | | |
HAULER) | | |
0610 631.32 10.000 HR | 165.00000 1650.00| 150.00000 1500.00| 95.00000 950.00
CULVERT CLEANER (INCLUDING OPERATOR) | | |
0620 636.61 20.000 M2 | 315.00000 6300.00| 300.00000 6000.00| 340.00000 6800.00
SEGMENTAL RETAINING WALL - SUPPLIER | | |
DESIGN | | |
0630 637.071 LUMP| 3300.00000 3300.00| 10000.00000 10000.00| 26750.00000 26750.00
DUST CONTROL | | |
0640 639.18 1.000 EA | 6600.00000 6600.00| 7000.00000 7000.00| 11500.00000 11500.00
FIELD OFFICE TYPE A | | |
0650 652.31 31.000 EA | 50.00000 1550.00| 45.00000 1395.00| 115.00000 3565.00
TYPE I BARRICADE | | |
0660 652.311 6.000 EA | 50.00000 300.00| 50.00000 300.00| 85.00000 510.00
TYPE II BARRICADE | | |
LETTING DATE : 06/05/02 MAINE DEPARTMENT OF TRANSPORTATION DATE : 12/10/02
PAGE : 5
LOCATION : AUBURN TABULATION OF BIDS
CONTRACT ID : 008815.00
=========
====================================================================================================================================
|( 1 ) 000403 |( 2 ) 000164 |( 3 ) 000416
|PRATT & SONS INC. |C P M CONSTRUCTORS |T BUCK CONSTRUCTION INC.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0670 652.33 55.000 EA | 69.00000 3795.00| 50.00000 2750.00| 75.00000 4125.00
DRUM | | |
0680 652.34 140.000 EA | 14.00000 1960.00| 16.00000 2240.00| 20.00000 2800.00
CONE | | |
0690 652.35 197.000 M2 | 107.00000 21079.00| 90.00000 17730.00| 135.00000 26595.00
CONSTRUCTION SIGNS | | |
0700 652.361 250.000 LS | 7500.00000 7500.00| 33000.00000 33000.00| 32000.00000 32000.00
MAINTENANCE OF TRAFFIC CONTROL DEVICES | | |
0710 652.38 4300.000 MH | 15.00000 64500.00| 8.00000 34400.00| 15.00000 64500.00
FLAGGER | | |
0720 656.75 LUMP| 15000.00000 15000.00| 10000.00000 10000.00| 13500.00000 13500.00
TEMPORARY SOIL EROSION AND WATER | | |
POLLUTION CONTROL | | |
0730 659.10 LUMP| 84000.00000 84000.00| 138000.00000 138000.00| 114000.00000 114000.00
MOBILIZATION | | |
0740 660.21 1000.000 MH | 1.00000 1000.00| 0.01000 10.00| 1.00000 1000.00
ON-THE-JOB TRAINING (BID) | | |
SECTION TOTALS | $ 1,363,737.79| $ 1,408,987.25| $ 1,473,301.61
------------------------------------------+----------------------------+----------------------------+-------------------------------
CONTRACT TOTALS | $ 1,363,737.79| $ 1,408,987.25| $ 1,473,301.61
====================================================================================================================================
LETTING DATE : 06/05/02 MAINE DEPARTMENT OF TRANSPORTATION DATE : 12/10/02
PAGE : 6
LOCATION : AUBURN TABULATION OF BIDS
CONTRACT ID : 008815.00
=========
====================================================================================================================================
|( 4 ) 000855 |( ) |( )
|BRIDGECORP | |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0001 HIGHWAY ITEMS
| | |
0010 201.23 3.000 EA | 2800.00000 8400.00| |
REMOVING SINGLE TREE TOP ONLY | | |
0020 201.24 2.000 EA | 300.00000 600.00| |
REMOVING STUMP | | |
0030 202.203 2034.000 M2 | 16.00000 32544.00| |
PAVEMENT BUTT JOINTS | | |
0040 203.20 7970.000 M3 | 16.00000 127520.00| |
COMMON EXCAVATION | | |
0050 203.25 300.000 M3 | 20.00000 6000.00| |
GRANULAR BORROW | | |
0060 206.061 10.000 M3 | 25.00000 250.00| |
STRUCTURAL EARTH EXCAVATION - DRAINAGE | | |
AND MINOR STRUCTURES, BELOW GRADE | | |
Underdrain & Minor Structures | | |
0070 304.10 7900.000 M3 | 25.00000 197500.00| |
AGGREGATE SUBBASE COURSE - GRAVEL | | |
0080 307.32 5330.000 M2 | 3.30000 17589.00| |
COLD IN-PLACE RECYCLED MATERIAL | | |
(UNTREATED) TRAVELWAY | | |
0090 403.207 2005.000 MG | 40.00000 80200.00| |
HOT MIX ASPHALT 19.0 MM NOMINAL MAX SIZ | | |
0100 403.208 2222.000 MG | 45.00000 99990.00| |
HOT MIX ASPHALT 12.5 MM, SURFACE | | |
0110 403.209 295.000 MG | 125.00000 36875.00| |
HOT MIX ASPHALT 9.5 MM(SIDEWALKS,DRIVES | | |
INCIDENTAL ) | | |
0120 403.210 1950.000 MG | 40.00000 78000.00| |
HOT MIX ASPHALT 9.5 MM NOMINAL MAX SIZE | | |
0130 403.211 1090.000 MG | 40.00000 43600.00| |
HOT MIX ASPHALT (SHIM) | | |
0140 403.213 440.000 MG | 45.00000 19800.00| |
HOT MIX ASPHALT 12.5 MM, BASE | | |
0150 409.15 2830.000 L | 1.50000 4245.00| |
BITUMINOUS TACK COAT APPLIED | | |
0160 411.10 25.000 M3 | 60.00000 1500.00| |
UNTREATED AGGREGATE SURFACE COURSE | | |
(TRUCK MEASURE) | | |
0170 601.22 276.000 M3 | 200.00000 55200.00| |
GABIONS, PVC COATED | | |
LETTING DATE : 06/05/02 MAINE DEPARTMENT OF TRANSPORTATION DATE : 12/10/02
PAGE : 7
LOCATION : AUBURN TABULATION OF BIDS
CONTRACT ID : 008815.00
=========
====================================================================================================================================
|( 4 ) 000855 |( ) |( )
|BRIDGECORP | |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0180 603.159 34.000 M | 250.00000 8500.00| |
300 MM CULVERT PIPE OPTION III | | |
0190 603.16 40.000 M | 115.00000 4600.00| |
375 MM CULVERT PIPE OPTION I | | |
0200 603.179 150.000 M | 195.00000 29250.00| |
450 MM CULVERT PIPE OPTION III | | |
0210 603.195 10.000 M | 695.00000 6950.00| |
600 MM RCP CLASS III | | |
0220 604.092 15.000 EA | 2200.00000 33000.00| |
CATCH BASIN TYPE B1-C | | |
0230 604.14 1.000 EA | 1200.00000 1200.00| |
750 MM CATCH BASIN TYPE E | | |
0240 604.166 2.000 EA | 1100.00000 2200.00| |
REBUILDING MANHOLE | | |
0250 604.18 16.000 EA | 470.00000 7520.00| |
ADJUSTING MANHOLE OR CATCH BASIN TO | | |
GRADE | | |
0260 604.182 1.000 EA | 240.00000 240.00| |
CLEAN EXISTING CATCH BASIN AND MANHOLE | | |
0270 604.26 3.400 EA | 2400.00000 8160.00| |
CATCH BASIN TYPE B5 | | |
0280 604.262 3.400 EA | 2700.00000 9180.00| |
CATCH BASIN TYPE B5-C | | |
0290 605.09 991.000 M | 82.00000 81262.00| |
150 MM UNDERDRAIN TYPE B | | |
0300 605.10 12.000 M | 120.00000 1440.00| |
150 MM UNDERDRAIN OUTLET | | |
0310 605.11 585.000 M | 90.00000 52650.00| |
300 MM UNDERDRAIN TYPE C | | |
0320 605.12 633.000 M | 95.00000 60135.00| |
375 MM UNDERDRAIN TYPE C | | |
0330 605.13 140.000 M | 115.00000 16100.00| |
450 MM UNDERDRAIN TYPE C | | |
0340 606.35 18.000 EA | 35.00000 630.00| |
GUARDRAIL DELINEATOR POST | | |
0350 606.47 20.000 EA | 42.00000 840.00| |
SINGLE WOOD POST | | |
0360 606.55 125.730 M | 38.00000 4777.74| |
GUARDRAIL TYPE 3 - SINGLE RAIL | | |
0370 606.59 15.240 M | 42.00000 640.08| |
GUARDRAIL TYPE 3 - 4.5 M RADIUS AND LES | | |
LETTING DATE : 06/05/02 MAINE DEPARTMENT OF TRANSPORTATION DATE : 12/10/02
PAGE : 8
LOCATION : AUBURN TABULATION OF BIDS
CONTRACT ID : 008815.00
=========
====================================================================================================================================
|( 4 ) 000855 |( ) |( )
|BRIDGECORP | |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0380 606.60 11.430 M | 42.00000 480.06| |
GUARDRAIL TYPE 3 - OVER 4.5 METER RADIU | | |
0390 606.752 1.000 EA | 1100.00000 1100.00| |
WIDEN SHOULDER FOR MODIFIED ECCENTRIC | | |
LOADER TERMINAL | | |
0400 606.76 1.000 EA | 1650.00000 1650.00| |
MODIFIED ECCENTRIC LOADER TERMINAL | | |
0410 609.31 1636.000 M | 17.50000 28630.00| |
CURB TYPE 3 | | |
0420 610.08 228.000 M3 | 70.00000 15960.00| |
PLAIN RIPRAP | | |
0430 612.06 540.000 M2 | 4.25000 2295.00| |
BITUMINOUS SEALING - BLACK | | |
0440 615.07 860.000 M3 | 50.00000 43000.00| |
LOAM | | |
0450 618.1301 58.300 UN | 33.00000 1923.90| |
SEEDING METHOD NUMBER 1 - PLAN QUANTITY | | |
0460 618.1401 55.900 UN | 17.00000 950.30| |
SEEDING METHOD NUMBER 2 - PLAN QUANTITY | | |
0470 619.1201 114.200 UN | 9.00000 1027.80| |
MULCH - PLAN QUANTITY | | |
0480 620.54 3700.000 M2 | 2.50000 9250.00| |
STABILIZATION GEOTEXTILE | | |
0490 620.58 585.000 M2 | 4.75000 2778.75| |
EROSION CONTROL GEOTEXTILE | | |
0500 621.273 2.000 EA | 420.00000 840.00| |
LARGE DECIDUOUS TREE (50 MM - 65 MM | | |
CALIPER) GROUP A | | |
0510 621.54 11.000 EA | 78.00000 858.00| |
DECIDUOUS SHRUBS (450 MM - 600 MM) | | |
GROUP A | | |
0520 627.711 9881.000 M | 0.50000 4940.50| |
WHITE OR YELLOW PAINTED PAVEMENT | | |
MARKING LINE (PLAN QUANTITY ) | | |
0530 627.75 5.000 M2 | 125.00000 625.00| |
WHITE OR YELLOW PAVEMENT AND CURB | | |
MARKING | | |
0540 627.76 LUMP| 1650.00000 1650.00| |
TEMPORARY PAVEMENT MARKING LINE, WHITE | | |
OR YELLOW | | |
0550 629.05 70.000 MH | 22.00000 1540.00| |
HAND LABOR, STRAIGHT TIME | | |
LETTING DATE : 06/05/02 MAINE DEPARTMENT OF TRANSPORTATION DATE : 12/10/02
PAGE : 9
LOCATION : AUBURN TABULATION OF BIDS
CONTRACT ID : 008815.00
=========
====================================================================================================================================
|( 4 ) 000855 |( ) |( )
|BRIDGECORP | |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0560 631.12 50.000 HR | 105.00000 5250.00| |
ALL PURPOSE EXCAVATOR (INCLUDING | | |
OPERATOR) | | |
0570 631.14 20.000 HR | 80.00000 1600.00| |
GRADER (INCLUDING OPERATOR) | | |
0580 631.172 50.000 HR | 50.00000 2500.00| |
TRUCK - LARGE (INCLUDING OPERATOR) | | |
0590 631.20 14.000 HR | 120.00000 1680.00| |
STUMP CHIPPER (INCLUDING OPERATOR) | | |
0600 631.21 8.000 HR | 220.00000 1760.00| |
ROAD BROOM (INCLUDING OPERATORS AND | | |
HAULER) | | |
0610 631.32 10.000 HR | 150.00000 1500.00| |
CULVERT CLEANER (INCLUDING OPERATOR) | | |
0620 636.61 20.000 M2 | 300.00000 6000.00| |
SEGMENTAL RETAINING WALL - SUPPLIER | | |
DESIGN | | |
0630 637.071 LUMP| 7500.00000 7500.00| |
DUST CONTROL | | |
0640 639.18 1.000 EA | 4000.00000 4000.00| |
FIELD OFFICE TYPE A | | |
0650 652.31 31.000 EA | 65.00000 2015.00| |
TYPE I BARRICADE | | |
0660 652.311 6.000 EA | 90.00000 540.00| |
TYPE II BARRICADE | | |
0670 652.33 55.000 EA | 70.00000 3850.00| |
DRUM | | |
0680 652.34 140.000 EA | 18.00000 2520.00| |
CONE | | |
0690 652.35 197.000 M2 | 80.00000 15760.00| |
CONSTRUCTION SIGNS | | |
0700 652.361 250.000 LS | 15000.00000 15000.00| |
MAINTENANCE OF TRAFFIC CONTROL DEVICES | | |
0710 652.38 4300.000 MH | 7.00000 30100.00| |
FLAGGER | | |
0720 656.75 LUMP| 8000.00000 8000.00| |
TEMPORARY SOIL EROSION AND WATER | | |
POLLUTION CONTROL | | |
0730 659.10 LUMP| 315000.00000 315000.00| |
MOBILIZATION | | |
0740 660.21 1000.000 MH | 1.00000 1000.00| |
ON-THE-JOB TRAINING (BID) | | |
SECTION TOTALS | $ 1,684,162.13| $ 0.00| $ 0.00
------------------------------------------+----------------------------+----------------------------+-------------------------------
CONTRACT TOTALS | $ 1,684,162.13| $ 0.00| $
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