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LETTING DATE : 10/03/01 MAINE DEPARTMENT OF TRANSPORTATION DATE : 12/06/01
PAGE : 1
LOCATION : AMHERST TABULATION OF BIDS
AURORA
CONTRACT ID : 005591.00
=========
COMPLETION DATE : 07/18/03
PROJECT(S): NH-46-5591(00)E COUNTIE(S) : HANCOCK MAINE STATE DEPTARTMENT OF TRANSPORTATION
A TRUE COPY : __________________________
TITLE : __________________________
CONTRACT DESCRIPTION : RURAL HIGHWAY RECONSTRUCTION ATTEST : _______________________________
NOTARY PUBLIC
--------------------------------------------------------------------------------------------------------------------------
TOTAL % OVER
RANK VENDOR NO./NAME BID LOW BID
--------------------------------------------------------------------------------------------------------------------------
1 000649 SARGENT & SARGENT, INC. $ 5,194,993.80 100.0000%
2 000022 THE LANE CONSTRUCTION CORP. $ 5,496,784.77 105.8093%
3 000010 THOMAS DICENZO, INC. $ 5,568,433.86 107.1885%
4 001104 FUNDY CONTRACTORS, INC. $ 5,799,602.24 111.6383%
5 000036 H E SARGENT, INC. $ 5,867,882.90 112.9526%
====================================================================================================================================
|( 1 ) 000649 |( 2 ) 000022 |( 3 ) 000010
|SARGENT & SARGENT, INC. |THE LANE CONSTRUCTION CORP. |THOMAS DICENZO, INC.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0001 HIGHWAY ITEMS
| | |
0010 201.11 10.500 HA | 2000.00000 21000.00| 2471.00000 25945.50| 2600.00000 27300.00
CLEARING | | |
0020 201.23 48.000 EA | 150.00000 7200.00| 300.00000 14400.00| 300.00000 14400.00
REMOVING SINGLE TREE TOP ONLY | | |
0030 201.24 48.000 EA | 150.00000 7200.00| 250.00000 12000.00| 100.00000 4800.00
REMOVING STUMP | | |
0040 202.08 LUMP| 2500.00000 2500.00| 1000.00000 1000.00| 1300.00000 1300.00
REMOVING BUILDING NO.: 1 | | |
0050 202.08 LUMP| 5000.00000 5000.00| 6000.00000 6000.00| 1300.00000 1300.00
REMOVING BUILDING NO.: 2 | | |
0060 202.08 LUMP| 2500.00000 2500.00| 1000.00000 1000.00| 1300.00000 1300.00
REMOVING BUILDING NO.: 3 | | |
0070 202.08 LUMP| 2500.00000 2500.00| 3000.00000 3000.00| 1300.00000 1300.00
REMOVING BUILDING NO.: 4 | | |
0080 202.08 LUMP| 2500.00000 2500.00| 500.00000 500.00| 1300.00000 1300.00
REMOVING BUILDING NO.: 5 | | |
0090 202.203 680.000 M2 | 15.00000 10200.00| 14.00000 9520.00| 7.00000 4760.00
PAVEMENT BUTT JOINTS | | |
0100 203.20 129500.000 M3 | 5.00000 647500.00| 5.00000 647500.00| 8.30000 1074850.00
COMMON EXCAVATION | | |
LETTING DATE : 10/03/01 MAINE DEPARTMENT OF TRANSPORTATION DATE : 12/06/01
PAGE : 2
LOCATION : AMHERST TABULATION OF BIDS
AURORA
CONTRACT ID : 005591.00
=========
====================================================================================================================================
|( 1 ) 000649 |( 2 ) 000022 |( 3 ) 000010
|SARGENT & SARGENT, INC. |THE LANE CONSTRUCTION CORP. |THOMAS DICENZO, INC.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0110 203.203 1300.000 M | 8.00000 10400.00| 12.00000 15600.00| 8.00000 10400.00
DITCH EXCAVATION | | |
0120 203.21 28500.000 M3 | 20.00000 570000.00| 16.10000 458850.00| 16.00000 456000.00
ROCK EXCAVATION | | |
0130 203.23 50.000 M3 | 12.00000 600.00| 25.00000 1250.00| 15.00000 750.00
MUCK EXCAVATION | | |
0140 203.2312 LUMP| 1500.00000 1500.00| 12000.00000 12000.00| 10000.00000 10000.00
HEALTH AND SAFETY PLAN | | |
0150 203.2315 LUMP| 1500.00000 1500.00| 5000.00000 5000.00| 5000.00000 5000.00
TEMPORARY SECURED STOCKPILE AREA | | |
0160 203.233 50.000 M3 | 120.00000 6000.00| 150.00000 7500.00| 90.00000 4500.00
DISPOSAL OF SPECIAL EXCAVATION | | |
0170 203.242 11150.000 M3 | 6.00000 66900.00| 12.00000 133800.00| 14.00000 156100.00
DIRTY BORROW | | |
0180 203.25 4775.000 M3 | 8.00000 38200.00| 16.00000 76400.00| 10.00000 47750.00
GRANULAR BORROW | | |
0190 204.20 5050.000 M2 | 6.00000 30300.00| 3.80000 19190.00| 4.00000 20200.00
ADD SHOULDER AGGREGATE TO EXISTING | | |
SHOULDER, PLAN QUANTITY | | |
0200 204.41 1300.000 M2 | 8.00000 10400.00| 3.50000 4550.00| 3.50000 4550.00
REHABILITATION OF EXISTING SHOULDERS, | | |
PLAN QUANTITY | | |
0210 206.07 200.000 M3 | 75.00000 15000.00| 90.00000 18000.00| 60.00000 12000.00
STRUCTURAL ROCK EXCAVATION - DRAINAGE | | |
AND MINOR STRUCTURES | | |
0220 304.10 60410.000 M3 | 11.00000 664510.00| 11.00000 664510.00| 10.60000 640346.00
AGGREGATE SUBBASE COURSE - GRAVEL | | |
0230 403.207 25100.000 MG | 32.80000 823280.00| 33.00000 828300.00| 34.00000 853400.00
HOT MIX ASPHALT 19.0 MM NOMINAL MAX SIZ | | |
0240 403.208 11000.000 MG | 34.80000 382800.00| 36.00000 396000.00| 37.00000 407000.00
HOT MIX ASPHALT 12.5 MM NOMINAL MAX SIZ | | |
0250 403.209 40.000 MG | 85.00000 3400.00| 85.00000 3400.00| 90.00000 3600.00
HOT MIX ASPHALT 9.5 MM(SIDEWALKS,DRIVES | | |
INCIDENTAL ) | | |
0260 403.211 2000.000 MG | 37.00000 74000.00| 37.00000 74000.00| 35.00000 70000.00
HOT MIX ASPHALT (SHIM) | | |
0270 403.213 5670.000 MG | 32.80000 185976.00| 33.00000 187110.00| 37.00000 209790.00
HOT MIX ASPHALT 12.5 MM NOMINAL MAX | | |
SIZE - BASE | | |
0280 409.15 10700.000 L | 1.20000 12840.00| 1.20000 12840.00| 1.20000 12840.00
BITUMINOUS TACK COAT APPLIED | | |
LETTING DATE : 10/03/01 MAINE DEPARTMENT OF TRANSPORTATION DATE : 12/06/01
PAGE : 3
LOCATION : AMHERST TABULATION OF BIDS
AURORA
CONTRACT ID : 005591.00
=========
====================================================================================================================================
|( 1 ) 000649 |( 2 ) 000022 |( 3 ) 000010
|SARGENT & SARGENT, INC. |THE LANE CONSTRUCTION CORP. |THOMAS DICENZO, INC.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0290 411.10 30.000 M3 | 16.00000 480.00| 75.00000 2250.00| 45.00000 1350.00
UNTREATED AGGREGATE SURFACE COURSE | | |
(TRUCK MEASURE) | | |
0300 419.20 125.000 M | 12.00000 1500.00| 45.92000 5740.00| 50.00000 6250.00
SAWING, SEALING JOINTS IN BITUMINOUS | | |
CONCRETE SURFACE | | |
0310 502.341 71.000 M3 | 500.00000 35500.00| 300.00000 21300.00| 350.00000 24850.00
STRUCTURAL CONCRETE ROADWAY MEDIAN | | |
0320 603.16 273.800 M | 72.00000 19713.60| 90.00000 24642.00| 85.00000 23273.00
375 MM CULVERT PIPE OPTION I | | |
0330 603.175 27.600 M | 100.00000 2760.00| 200.00000 5520.00| 120.00000 3312.00
450 MM RCP CLASS III | | |
0340 603.179 60.200 M | 100.00000 6020.00| 178.00000 10715.60| 120.00000 7224.00
450 MM CULVERT PIPE OPTION III | | |
0350 603.195 105.800 M | 120.00000 12696.00| 210.00000 22218.00| 160.00000 16928.00
600 MM RCP CLASS III | | |
0360 603.1952 57.600 M | 130.00000 7488.00| 213.00000 12268.80| 165.00000 9504.00
600 MM REINFORCED CONCRETE PIPE CLASS V | | |
0370 603.199 45.900 M | 120.00000 5508.00| 185.00000 8491.50| 160.00000 7344.00
600 MM CULVERT PIPE OPTION III | | |
0380 603.205 61.200 M | 175.00000 10710.00| 245.00000 14994.00| 190.00000 11628.00
750 MM REINFORCED CONCRETE PIPE CLASS | | |
III | | |
0390 603.2052 32.400 M | 200.00000 6480.00| 275.00000 8910.00| 225.00000 7290.00
750 MM RCP CLASS V | | |
0400 603.225 18.300 M | 250.00000 4575.00| 340.00000 6222.00| 280.00000 5124.00
1050 MM REINFORCED CONCRETE PIPE CLASS | | |
III | | |
0410 603.245 34.800 M | 450.00000 15660.00| 415.00000 14442.00| 450.00000 15660.00
1350 MM RCP CLASS III | | |
0420 603.41 32.400 M | 150.00000 4860.00| 205.00000 6642.00| 165.00000 5346.00
610 MM REINFORCED CONCRETE PIPE CLASS I | | |
0430 603.45 33.600 M | 360.00000 12096.00| 380.00000 12768.00| 375.00000 12600.00
1219 MM REINFORCED CONCRETE PIPE CLASS | | |
IV | | |
0440 604.244 1.000 EA | 1600.00000 1600.00| 1200.00000 1200.00| 1000.00000 1000.00
CATCH BASIN TYPE F4 | | |
0450 605.09 620.000 M | 45.00000 27900.00| 120.00000 74400.00| 60.00000 37200.00
150 MM UNDERDRAIN TYPE B | | |
0460 605.10 13.200 M | 60.00000 792.00| 120.00000 1584.00| 60.00000 792.00
150 MM UNDERDRAIN OUTLET | | |
LETTING DATE : 10/03/01 MAINE DEPARTMENT OF TRANSPORTATION DATE : 12/06/01
PAGE : 4
LOCATION : AMHERST TABULATION OF BIDS
AURORA
CONTRACT ID : 005591.00
=========
====================================================================================================================================
|( 1 ) 000649 |( 2 ) 000022 |( 3 ) 000010
|SARGENT & SARGENT, INC. |THE LANE CONSTRUCTION CORP. |THOMAS DICENZO, INC.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0470 606.17 590.300 M | 30.00000 17709.00| 29.70000 17531.91| 31.00000 18299.30
GUARDRAIL TYPE 3B - SINGLE RAIL | | |
0480 606.21 38.000 M | 36.00000 1368.00| 33.75000 1282.50| 38.00000 1444.00
GUARDRAIL TYPE 3B - 4.5 M RADIUS OR LES | | |
0490 606.23 3067.050 M | 28.00000 85877.40| 29.20000 89557.86| 28.25000 86644.16
GUARDRAIL TYPE 3C - SINGLE RAIL | | |
0500 606.232 35.800 M | 36.00000 1288.80| 33.75000 1208.25| 38.00000 1360.40
GUARDRAIL TYPE 3C - OVER 4.5 M RADIUS | | |
0510 606.2602 7.000 EA | 750.00000 5250.00| 450.00000 3150.00| 630.00000 4410.00
TERMINAL END - TRAILING END | | |
0520 606.35 32.000 EA | 30.00000 960.00| 30.00000 960.00| 27.00000 864.00
GUARDRAIL DELINEATOR POST | | |
0530 606.753 1.000 EA | 500.00000 500.00| 950.00000 950.00| 1000.00000 1000.00
WIDEN SHOULDER FOR LOW VOLUME END | | |
0540 606.78 3.000 EA | 500.00000 1500.00| 700.00000 2100.00| 420.00000 1260.00
LOW VOLUME GUARDRAIL END - TYPE 3 | | |
0550 606.79 12.000 EA | 1500.00000 18000.00| 1050.00000 12600.00| 1430.00000 17160.00
GUARDRAIL 350 FLARED TERMINAL | | |
0560 607.16 50.000 M | 30.00000 1500.00| 40.00000 2000.00| 26.50000 1325.00
CHAIN LINK FENCE - 1.2 METER | | |
0570 607.191 400.000 M | 50.00000 20000.00| 62.85000 25140.00| 54.00000 21600.00
CHAIN LINK FENCE - 3.0 M | | |
0580 607.34 2.000 EA | 250.00000 500.00| 195.00000 390.00| 210.00000 420.00
BRACING ASSEMBLY CHAIN LINK FENCE | | |
0590 609.31 1398.000 M | 11.00000 15378.00| 12.00000 16776.00| 16.00000 22368.00
CURB TYPE 3 | | |
0600 610.08 370.000 M3 | 42.00000 15540.00| 40.00000 14800.00| 35.00000 12950.00
PLAIN RIPRAP | | |
0610 610.18 288.000 M3 | 36.00000 10368.00| 35.00000 10080.00| 35.00000 10080.00
STONE DITCH PROTECTION | | |
0620 612.06 440.000 M2 | 4.00000 1760.00| 5.00000 2200.00| 5.00000 2200.00
BITUMINOUS SEALING - BLACK | | |
0630 613.319 3200.000 M2 | 3.00000 9600.00| 2.00000 6400.00| 2.00000 6400.00
TEMPORARY EROSION CONTROL BLANKET | | |
0640 613.329 1000.000 M2 | 6.00000 6000.00| 2.00000 2000.00| 4.00000 4000.00
EXTENDED USE EROSION CONTROL BLANKETS | | |
0650 617.381 1000.000 M3 | 8.00000 8000.00| 40.00000 40000.00| 49.00000 49000.00
WOOD WASTE EROSION CONTROL MIX | | |
0660 618.1401 525.000 UN | 20.00000 10500.00| 13.85000 7271.25| 14.55000 7638.75
SEEDING METHOD NUMBER 2 - PLAN QUANTITY | | |
0670 618.1411 570.000 UN | 30.00000 17100.00| 25.00000 14250.00| 26.25000 14962.50
SEEDING METHOD NUMBER 3 - PLAN QUANTITY | | |
LETTING DATE : 10/03/01 MAINE DEPARTMENT OF TRANSPORTATION DATE : 12/06/01
PAGE : 5
LOCATION : AMHERST TABULATION OF BIDS
AURORA
CONTRACT ID : 005591.00
=========
====================================================================================================================================
|( 1 ) 000649 |( 2 ) 000022 |( 3 ) 000010
|SARGENT & SARGENT, INC. |THE LANE CONSTRUCTION CORP. |THOMAS DICENZO, INC.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0680 618.16 135.000 KG | 30.00000 4050.00| 25.00000 3375.00| 26.25000 3543.75
CROWN VETCH SEED | | |
0690 618.20 70.000 KG | 10.00000 700.00| 4.85000 339.50| 5.10000 357.00
ANNUAL RYE GRASS SEED | | |
0700 618.25 20.000 M3 | 250.00000 5000.00| 45.00000 900.00| 40.00000 800.00
APPLIED WATER | | |
0710 619.1201 2450.000 UN | 8.00000 19600.00| 7.35000 18007.50| 7.75000 18987.50
MULCH - PLAN QUANTITY | | |
0730 620.58 910.000 M2 | 4.00000 3640.00| 4.00000 3640.00| 2.00000 1820.00
EROSION CONTROL GEOTEXTILE | | |
0740 627.71 21600.000 M | 0.40000 8640.00| 0.30000 6480.00| 0.32000 6912.00
100 MM WHITE PAVEMENT MARKING LINE | | |
0750 627.73 11300.000 M | 0.70000 7910.00| 0.40000 4520.00| 0.42000 4746.00
100 MM YELLOW PAVEMENT MARKING LINE | | |
0760 627.75 700.000 M2 | 15.00000 10500.00| 12.00000 8400.00| 13.00000 9100.00
WHITE OR YELLOW PAVEMENT AND CURB | | |
MARKING | | |
0770 627.78 5170.000 M | 1.00000 5170.00| 0.23000 1189.10| 0.25000 1292.50
TEMPORARY 100 MM PAINTED PAVEMENT | | |
MARKING LINE, WHITE OR YELLOW | | |
0780 629.05 40.000 MH | 24.00000 960.00| 25.00000 1000.00| 22.00000 880.00
HAND LABOR, STRAIGHT TIME | | |
0790 631.12 20.000 HR | 90.00000 1800.00| 90.00000 1800.00| 85.00000 1700.00
ALL PURPOSE EXCAVATOR (INCLUDING | | |
OPERATOR) | | |
0800 631.13 25.000 HR | 90.00000 2250.00| 65.00000 1625.00| 75.00000 1875.00
BULLDOZER (INCLUDING OPERATOR) | | |
0810 631.172 40.000 HR | 50.00000 2000.00| 45.00000 1800.00| 40.00000 1600.00
TRUCK - LARGE (INCLUDING OPERATOR) | | |
0820 631.18 15.000 HR | 30.00000 450.00| 35.00000 525.00| 30.00000 450.00
CHAIN SAW RENTAL (INCLUDING OPERATOR) | | |
0830 637.071 LUMP| 20000.00000 20000.00| 20000.00000 20000.00| 75000.00000 75000.00
DUST CONTROL | | |
0840 639.18 1.000 EA | 15000.00000 15000.00| 6000.00000 6000.00| 7500.00000 7500.00
FIELD OFFICE TYPE A | | |
0850 639.21 LUMP| 7500.00000 7500.00| 4000.00000 4000.00| 2500.00000 2500.00
TESTING FACILITIES SOILS | | |
0860 652.31 25.000 EA | 30.00000 750.00| 30.00000 750.00| 50.00000 1250.00
TYPE I BARRICADE | | |
0870 652.311 15.000 EA | 30.00000 450.00| 40.00000 600.00| 50.00000 750.00
TYPE II BARRICADE | | |
LETTING DATE : 10/03/01 MAINE DEPARTMENT OF TRANSPORTATION DATE : 12/06/01
PAGE : 6
LOCATION : AMHERST TABULATION OF BIDS
AURORA
CONTRACT ID : 005591.00
=========
====================================================================================================================================
|( 1 ) 000649 |( 2 ) 000022 |( 3 ) 000010
|SARGENT & SARGENT, INC. |THE LANE CONSTRUCTION CORP. |THOMAS DICENZO, INC.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0880 652.33 75.000 EA | 30.00000 2250.00| 30.00000 2250.00| 50.00000 3750.00
DRUM | | |
0890 652.34 150.000 EA | 12.00000 1800.00| 12.00000 1800.00| 20.00000 3000.00
CONE | | |
0900 652.35 175.000 M2 | 40.00000 7000.00| 90.00000 15750.00| 90.00000 15750.00
CONSTRUCTION SIGNS | | |
0910 652.361 250.000 LS | 25000.00000 25000.00| 34000.00000 34000.00| 25000.00000 25000.00
MAINTENANCE OF TRAFFIC CONTROL DEVICES | | |
0920 652.38 4000.000 MH | 12.00000 48000.00| 14.00000 56000.00| 12.50000 50000.00
FLAGGER | | |
0930 656.75 LUMP| 250.00000 250.00| 40000.00000 40000.00| 75000.00000 75000.00
TEMPORARY SOIL EROSION AND WATER | | |
POLLUTION CONTROL | | |
0940 657.24 915.000 UN | 20.00000 18300.00| 13.50000 12352.50| 14.20000 12993.00
SEEDING PITS | | |
0950 659.10 LUMP| 495000.00000 495000.00| 200000.00000 200000.00| 375000.00000 375000.00
MOBILIZATION | | |
0960 660.21 5000.000 MH | 2.00000 10000.00| 1.00000 5000.00| 2.00000 10000.00
ON-THE-JOB TRAINING (BID) | | |
0970 203.24 97840.000 M3 | 4.50000 440280.00| 9.00000 880560.00| 3.25000 317980.00
COMMON BORROW | | |
SECTION TOTALS | $ 5,194,993.80| $ 5,496,784.77| $ 5,568,433.86
------------------------------------------+----------------------------+----------------------------+-------------------------------
CONTRACT TOTALS | $ 5,194,993.80| $ 5,496,784.77| $ 5,568,433.86
====================================================================================================================================
LETTING DATE : 10/03/01 MAINE DEPARTMENT OF TRANSPORTATION DATE : 12/06/01
PAGE : 7
LOCATION : AMHERST TABULATION OF BIDS
AURORA
CONTRACT ID : 005591.00
=========
====================================================================================================================================
|( 4 ) 001104 |( 5 ) 000036 |( )
|FUNDY CONTRACTORS, INC. |H E SARGENT, INC. |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0001 HIGHWAY ITEMS
| | |
0010 201.11 10.500 HA | 3000.00000 31500.00| 1700.00000 17850.00|
CLEARING | | |
0020 201.23 48.000 EA | 300.00000 14400.00| 500.00000 24000.00|
REMOVING SINGLE TREE TOP ONLY | | |
0030 201.24 48.000 EA | 300.00000 14400.00| 150.00000 7200.00|
REMOVING STUMP | | |
0040 202.08 LUMP| 2000.00000 2000.00| 1000.00000 1000.00|
REMOVING BUILDING NO.: 1 | | |
0050 202.08 LUMP| 1500.00000 1500.00| 1000.00000 1000.00|
REMOVING BUILDING NO.: 2 | | |
0060 202.08 LUMP| 5000.00000 5000.00| 1000.00000 1000.00|
REMOVING BUILDING NO.: 3 | | |
0070 202.08 LUMP| 1500.00000 1500.00| 1000.00000 1000.00|
REMOVING BUILDING NO.: 4 | | |
0080 202.08 LUMP| 1500.00000 1500.00| 1000.00000 1000.00|
REMOVING BUILDING NO.: 5 | | |
0090 202.203 680.000 M2 | 16.66000 11328.80| 15.00000 10200.00|
PAVEMENT BUTT JOINTS | | |
0100 203.20 129500.000 M3 | 5.32000 688940.00| 6.00000 777000.00|
COMMON EXCAVATION | | |
0110 203.203 1300.000 M | 10.00000 13000.00| 44.00000 57200.00|
DITCH EXCAVATION | | |
0120 203.21 28500.000 M3 | 17.02000 485070.00| 14.00000 399000.00|
ROCK EXCAVATION | | |
0130 203.23 50.000 M3 | 100.00000 5000.00| 8.00000 400.00|
MUCK EXCAVATION | | |
0140 203.2312 LUMP| 5600.00000 5600.00| 3000.00000 3000.00|
HEALTH AND SAFETY PLAN | | |
0150 203.2315 LUMP| 2000.00000 2000.00| 1500.00000 1500.00|
TEMPORARY SECURED STOCKPILE AREA | | |
0160 203.233 50.000 M3 | 287.00000 14350.00| 100.00000 5000.00|
DISPOSAL OF SPECIAL EXCAVATION | | |
0170 203.242 11150.000 M3 | 12.62000 140713.00| 12.00000 133800.00|
DIRTY BORROW | | |
0180 203.25 4775.000 M3 | 10.24000 48896.00| 12.00000 57300.00|
GRANULAR BORROW | | |
0190 204.20 5050.000 M2 | 6.64000 33532.00| 6.00000 30300.00|
ADD SHOULDER AGGREGATE TO EXISTING | | |
SHOULDER, PLAN QUANTITY | | |
LETTING DATE : 10/03/01 MAINE DEPARTMENT OF TRANSPORTATION DATE : 12/06/01
PAGE : 8
LOCATION : AMHERST TABULATION OF BIDS
AURORA
CONTRACT ID : 005591.00
=========
====================================================================================================================================
|( 4 ) 001104 |( 5 ) 000036 |( )
|FUNDY CONTRACTORS, INC. |H E SARGENT, INC. |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0200 204.41 1300.000 M2 | 22.49000 29237.00| 6.00000 7800.00|
REHABILITATION OF EXISTING SHOULDERS, | | |
PLAN QUANTITY | | |
0210 206.07 200.000 M3 | 100.00000 20000.00| 100.00000 20000.00|
STRUCTURAL ROCK EXCAVATION - DRAINAGE | | |
AND MINOR STRUCTURES | | |
0220 304.10 60410.000 M3 | 12.08000 729752.80| 16.00000 966560.00|
AGGREGATE SUBBASE COURSE - GRAVEL | | |
0230 403.207 25100.000 MG | 36.43000 914393.00| 33.00000 828300.00|
HOT MIX ASPHALT 19.0 MM NOMINAL MAX SIZ | | |
0240 403.208 11000.000 MG | 38.65000 425150.00| 35.00000 385000.00|
HOT MIX ASPHALT 12.5 MM NOMINAL MAX SIZ | | |
0250 403.209 40.000 MG | 94.41000 3776.40| 85.00000 3400.00|
HOT MIX ASPHALT 9.5 MM(SIDEWALKS,DRIVES | | |
INCIDENTAL ) | | |
0260 403.211 2000.000 MG | 41.10000 82200.00| 37.00000 74000.00|
HOT MIX ASPHALT (SHIM) | | |
0270 403.213 5670.000 MG | 36.43000 206558.10| 33.00000 187110.00|
HOT MIX ASPHALT 12.5 MM NOMINAL MAX | | |
SIZE - BASE | | |
0280 409.15 10700.000 L | 1.33000 14231.00| 1.20000 12840.00|
BITUMINOUS TACK COAT APPLIED | | |
0290 411.10 30.000 M3 | 75.00000 2250.00| 20.00000 600.00|
UNTREATED AGGREGATE SURFACE COURSE | | |
(TRUCK MEASURE) | | |
0300 419.20 125.000 M | 27.77000 3471.25| 9.00000 1125.00|
SAWING, SEALING JOINTS IN BITUMINOUS | | |
CONCRETE SURFACE | | |
0310 502.341 71.000 M3 | 500.00000 35500.00| 300.00000 21300.00|
STRUCTURAL CONCRETE ROADWAY MEDIAN | | |
0320 603.16 273.800 M | 95.00000 26011.00| 94.00000 25737.20|
375 MM CULVERT PIPE OPTION I | | |
0330 603.175 27.600 M | 102.00000 2815.20| 100.00000 2760.00|
450 MM RCP CLASS III | | |
0340 603.179 60.200 M | 102.00000 6140.40| 100.00000 6020.00|
450 MM CULVERT PIPE OPTION III | | |
0350 603.195 105.800 M | 142.00000 15023.60| 120.00000 12696.00|
600 MM RCP CLASS III | | |
0360 603.1952 57.600 M | 220.00000 12672.00| 150.00000 8640.00|
600 MM REINFORCED CONCRETE PIPE CLASS V | | |
0370 603.199 45.900 M | 142.00000 6517.80| 120.00000 5508.00|
600 MM CULVERT PIPE OPTION III | | |
LETTING DATE : 10/03/01 MAINE DEPARTMENT OF TRANSPORTATION DATE : 12/06/01
PAGE : 9
LOCATION : AMHERST TABULATION OF BIDS
AURORA
CONTRACT ID : 005591.00
=========
====================================================================================================================================
|( 4 ) 001104 |( 5 ) 000036 |( )
|FUNDY CONTRACTORS, INC. |H E SARGENT, INC. |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0380 603.205 61.200 M | 230.00000 14076.00| 189.00000 11566.80|
750 MM REINFORCED CONCRETE PIPE CLASS | | |
III | | |
0390 603.2052 32.400 M | 250.00000 8100.00| 228.00000 7387.20|
750 MM RCP CLASS V | | |
0400 603.225 18.300 M | 325.00000 5947.50| 330.00000 6039.00|
1050 MM REINFORCED CONCRETE PIPE CLASS | | |
III | | |
0410 603.245 34.800 M | 441.00000 15346.80| 400.00000 13920.00|
1350 MM RCP CLASS III | | |
0420 603.41 32.400 M | 175.00000 5670.00| 128.00000 4147.20|
610 MM REINFORCED CONCRETE PIPE CLASS I | | |
0430 603.45 33.600 M | 430.00000 14448.00| 480.00000 16128.00|
1219 MM REINFORCED CONCRETE PIPE CLASS | | |
IV | | |
0440 604.244 1.000 EA | 1500.00000 1500.00| 1500.00000 1500.00|
CATCH BASIN TYPE F4 | | |
0450 605.09 620.000 M | 45.00000 27900.00| 70.00000 43400.00|
150 MM UNDERDRAIN TYPE B | | |
0460 605.10 13.200 M | 121.00000 1597.20| 68.00000 897.60|
150 MM UNDERDRAIN OUTLET | | |
0470 606.17 590.300 M | 33.00000 19479.90| 31.00000 18299.30|
GUARDRAIL TYPE 3B - SINGLE RAIL | | |
0480 606.21 38.000 M | 37.50000 1425.00| 35.00000 1330.00|
GUARDRAIL TYPE 3B - 4.5 M RADIUS OR LES | | |
0490 606.23 3067.050 M | 32.50000 99679.13| 32.00000 98145.60|
GUARDRAIL TYPE 3C - SINGLE RAIL | | |
0500 606.232 35.800 M | 37.50000 1342.50| 35.00000 1253.00|
GUARDRAIL TYPE 3C - OVER 4.5 M RADIUS | | |
0510 606.2602 7.000 EA | 500.00000 3500.00| 1500.00000 10500.00|
TERMINAL END - TRAILING END | | |
0520 606.35 32.000 EA | 33.00000 1056.00| 30.00000 960.00|
GUARDRAIL DELINEATOR POST | | |
0530 606.753 1.000 EA | 1309.00000 1309.00| 1500.00000 1500.00|
WIDEN SHOULDER FOR LOW VOLUME END | | |
0540 606.78 3.000 EA | 778.00000 2334.00| 500.00000 1500.00|
LOW VOLUME GUARDRAIL END - TYPE 3 | | |
0550 606.79 12.000 EA | 1166.00000 13992.00| 1200.00000 14400.00|
GUARDRAIL 350 FLARED TERMINAL | | |
0560 607.16 50.000 M | 44.50000 2225.00| 36.00000 1800.00|
CHAIN LINK FENCE - 1.2 METER | | |
LETTING DATE : 10/03/01 MAINE DEPARTMENT OF TRANSPORTATION DATE : 12/06/01
PAGE : 10
LOCATION : AMHERST TABULATION OF BIDS
AURORA
CONTRACT ID : 005591.00
=========
====================================================================================================================================
|( 4 ) 001104 |( 5 ) 000036 |( )
|FUNDY CONTRACTORS, INC. |H E SARGENT, INC. |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0570 607.191 400.000 M | 70.00000 28000.00| 54.00000 21600.00|
CHAIN LINK FENCE - 3.0 M | | |
0580 607.34 2.000 EA | 216.00000 432.00| 150.00000 300.00|
BRACING ASSEMBLY CHAIN LINK FENCE | | |
0590 609.31 1398.000 M | 12.22000 17083.56| 11.00000 15378.00|
CURB TYPE 3 | | |
0600 610.08 370.000 M3 | 40.00000 14800.00| 36.00000 13320.00|
PLAIN RIPRAP | | |
0610 610.18 288.000 M3 | 40.00000 11520.00| 36.00000 10368.00|
STONE DITCH PROTECTION | | |
0620 612.06 440.000 M2 | 3.93000 1729.20| 3.60000 1584.00|
BITUMINOUS SEALING - BLACK | | |
0630 613.319 3200.000 M2 | 2.05000 6560.00| 1.20000 3840.00|
TEMPORARY EROSION CONTROL BLANKET | | |
0640 613.329 1000.000 M2 | 7.07000 7070.00| 3.80000 3800.00|
EXTENDED USE EROSION CONTROL BLANKETS | | |
0650 617.381 1000.000 M3 | 32.00000 32000.00| 36.00000 36000.00|
WOOD WASTE EROSION CONTROL MIX | | |
0660 618.1401 525.000 UN | 15.38000 8074.50| 14.00000 7350.00|
SEEDING METHOD NUMBER 2 - PLAN QUANTITY | | |
0670 618.1411 570.000 UN | 28.00000 15960.00| 25.00000 14250.00|
SEEDING METHOD NUMBER 3 - PLAN QUANTITY | | |
0680 618.16 135.000 KG | 28.00000 3780.00| 25.00000 3375.00|
CROWN VETCH SEED | | |
0690 618.20 70.000 KG | 5.40000 378.00| 5.00000 350.00|
ANNUAL RYE GRASS SEED | | |
0700 618.25 20.000 M3 | 39.00000 780.00| 25.00000 500.00|
APPLIED WATER | | |
0710 619.1201 2450.000 UN | 8.16000 19992.00| 8.00000 19600.00|
MULCH - PLAN QUANTITY | | |
0730 620.58 910.000 M2 | 3.16000 2875.60| 2.00000 1820.00|
EROSION CONTROL GEOTEXTILE | | |
0740 627.71 21600.000 M | 0.37000 7992.00| 0.33000 7128.00|
100 MM WHITE PAVEMENT MARKING LINE | | |
0750 627.73 11300.000 M | 0.73000 8249.00| 0.70000 7910.00|
100 MM YELLOW PAVEMENT MARKING LINE | | |
0760 627.75 700.000 M2 | 14.94000 10458.00| 14.00000 9800.00|
WHITE OR YELLOW PAVEMENT AND CURB | | |
MARKING | | |
0770 627.78 5170.000 M | 1.10000 5687.00| 1.00000 5170.00|
TEMPORARY 100 MM PAINTED PAVEMENT | | |
MARKING LINE, WHITE OR YELLOW | | |
LETTING DATE : 10/03/01 MAINE DEPARTMENT OF TRANSPORTATION DATE : 12/06/01
PAGE : 11
LOCATION : AMHERST TABULATION OF BIDS
AURORA
CONTRACT ID : 005591.00
=========
====================================================================================================================================
|( 4 ) 001104 |( 5 ) 000036 |( )
|FUNDY CONTRACTORS, INC. |H E SARGENT, INC. |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0780 629.05 40.000 MH | 21.00000 840.00| 19.00000 760.00|
HAND LABOR, STRAIGHT TIME | | |
0790 631.12 20.000 HR | 128.00000 2560.00| 90.00000 1800.00|
ALL PURPOSE EXCAVATOR (INCLUDING | | |
OPERATOR) | | |
0800 631.13 25.000 HR | 117.00000 2925.00| 100.00000 2500.00|
BULLDOZER (INCLUDING OPERATOR) | | |
0810 631.172 40.000 HR | 75.00000 3000.00| 40.00000 1600.00|
TRUCK - LARGE (INCLUDING OPERATOR) | | |
0820 631.18 15.000 HR | 32.00000 480.00| 25.00000 375.00|
CHAIN SAW RENTAL (INCLUDING OPERATOR) | | |
0830 637.071 LUMP| 41550.00000 41550.00| 15000.00000 15000.00|
DUST CONTROL | | |
0840 639.18 1.000 EA | 5550.00000 5550.00| 10000.00000 10000.00|
FIELD OFFICE TYPE A | | |
0850 639.21 LUMP| 6650.00000 6650.00| 3000.00000 3000.00|
TESTING FACILITIES SOILS | | |
0860 652.31 25.000 EA | 78.00000 1950.00| 60.00000 1500.00|
TYPE I BARRICADE | | |
0870 652.311 15.000 EA | 83.00000 1245.00| 60.00000 900.00|
TYPE II BARRICADE | | |
0880 652.33 75.000 EA | 75.00000 5625.00| 60.00000 4500.00|
DRUM | | |
0890 652.34 150.000 EA | 25.00000 3750.00| 27.00000 4050.00|
CONE | | |
0900 652.35 175.000 M2 | 78.00000 13650.00| 90.00000 15750.00|
CONSTRUCTION SIGNS | | |
0910 652.361 250.000 LS | 26250.00000 26250.00| 58000.00000 58000.00|
MAINTENANCE OF TRAFFIC CONTROL DEVICES | | |
0920 652.38 4000.000 MH | 13.33000 53320.00| 12.00000 48000.00|
FLAGGER | | |
0930 656.75 LUMP| 53350.00000 53350.00| 213200.00000 213200.00|
TEMPORARY SOIL EROSION AND WATER | | |
POLLUTION CONTROL | | |
0940 657.24 915.000 UN | 15.00000 13725.00| 15.00000 13725.00|
SEEDING PITS | | |
0950 659.10 LUMP| 510000.00000 510000.00| 540600.00000 540600.00|
MOBILIZATION | | |
0960 660.21 5000.000 MH | 1.00000 5000.00| 1.00000 5000.00|
ON-THE-JOB TRAINING (BID) | | |
0970 203.24 97840.000 M3 | 5.60000 547904.00| 4.00000 391360.00|
COMMON BORROW | | |
SECTION TOTALS | $ 5,799,602.24| $ 5,867,882.90| $ 0.00
------------------------------------------+----------------------------+----------------------------+-------------------------------
CONTRACT TOTALS | $ 5,799,602.24| $ 5,867,882.90| $
====================================================================================================================================