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LETTING DATE : 01/30/02 MAINE DEPARTMENT OF TRANSPORTATION DATE : 07/10/02
PAGE : 1
LOCATION : STANDISH TABULATION OF BIDS
CONTRACT ID : 002847.12 COMPLETION DATE : 09/30/03
=========
PROJECT(S): STP-2847(12)X COUNTIE(S) : CUMBERLAND MAINE STATE DEPARTMENT OF TRANSPORTATION
A TRUE COPY : __________________________
TITLE : __________________________
ATTEST : ____________________________ CONTRACT DESCRIPTION : HIGHWAY REHABILITATION NOTARY PUBLIC
--------------------------------------------------------------------------------------------------------------------------
TOTAL % OVER
RANK VENDOR NO./NAME BID LOW BID
--------------------------------------------------------------------------------------------------------------------------
1 000079 R J GRONDIN & SONS, INC. $ 2,574,495.85 100.0000%
2 000116 SHAW BROTHERS CONSTRUCTION, INC. $ 2,698,720.02 104.8252%
3 000460 M & H LOGGING AND CONSTRUCTION $ 2,793,377.00 108.5019%
4 000648 DEARBORN BROTHERS CONSTRUCTION, INC. $ 2,889,173.25 112.2229%
5 000155 MAIETTA CONSTRUCTION, INC. $ 3,142,297.00 122.0548%
6 000164 C P M CONSTRUCTORS $ 3,282,575.00 127.5036%
====================================================================================================================================
|( 1 ) 000079 |( 2 ) 000116 |( 3 ) 000460
|R J GRONDIN & SONS, INC. |SHAW BROTHERS CONSTRUCTION, |M & H LOGGING AND CONSTRUCTION
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0001 HIGHWAY ITEMS
| | |
0010 201.11 1.000 HA | 12000.00000 12000.00| 24700.00000 24700.00| 18000.00000 18000.00
CLEARING | | |
0020 201.23 12.000 EA | 275.00000 3300.00| 800.00000 9600.00| 700.00000 8400.00
REMOVING SINGLE TREE TOP ONLY | | |
0030 201.24 11.000 EA | 375.00000 4125.00| 200.00000 2200.00| 150.00000 1650.00
REMOVING STUMP | | |
0040 202.11 21000.000 M2 | 3.50000 73500.00| 1.20000 25200.00| 9.00000 189000.00
REMOVING PORTLAND CEMENT CONCRETE | | |
PAVEMENT | | |
0050 202.15 5.000 EA | 275.00000 1375.00| 250.00000 1250.00| 350.00000 1750.00
REMOVING MANHOLE OR CATCH BASIN | | |
0060 202.203 140.000 M2 | 12.00000 1680.00| 18.00000 2520.00| 13.20000 1848.00
PAVEMENT BUTT JOINTS | | |
0070 203.20 31000.000 M3 | 9.66000 299460.00| 11.45000 354950.00| 7.00000 217000.00
COMMON EXCAVATION | | |
0080 203.21 250.000 M3 | 43.00000 10750.00| 105.00000 26250.00| 28.00000 7000.00
ROCK EXCAVATION | | |
0090 203.35 50.000 M3 | 36.00000 1800.00| 20.00000 1000.00| 28.00000 1400.00
CRUSHED STONE FILL | | |
0100 206.061 200.000 M3 | 11.75000 2350.00| 26.00000 5200.00| 20.00000 4000.00
STRUCTURAL EARTH EXCAVATION - DRAINAGE | | |
AND MINOR STRUCTURES, BELOW GRADE | | |
LETTING DATE : 01/30/02 MAINE DEPARTMENT OF TRANSPORTATION DATE : 07/10/02
PAGE : 2
LOCATION : STANDISH TABULATION OF BIDS
CONTRACT ID : 002847.12
=========
====================================================================================================================================
|( 1 ) 000079 |( 2 ) 000116 |( 3 ) 000460
|R J GRONDIN & SONS, INC. |SHAW BROTHERS CONSTRUCTION, |M & H LOGGING AND CONSTRUCTION
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0110 206.07 1000.000 M3 | 75.00000 75000.00| 105.00000 105000.00| 75.00000 75000.00
STRUCTURAL ROCK EXCAVATION - DRAINAGE | | |
AND MINOR STRUCTURES | | |
0120 304.10 34000.000 M3 | 11.00000 374000.00| 14.40000 489600.00| 17.00000 578000.00
AGGREGATE SUBBASE COURSE - GRAVEL | | |
0130 403.207 3500.000 MG | 34.00000 119000.00| 35.75000 125125.00| 37.40000 130900.00
HOT MIX ASPHALT 19.0 MM NOMINAL MAX SIZ | | |
0140 403.208 5900.000 MG | 34.00000 200600.00| 35.75000 210925.00| 37.40000 220660.00
HOT MIX ASPHALT 12.5 MM NOMINAL MAX SIZ | | |
0150 403.209 500.000 MG | 143.00000 71500.00| 90.00000 45000.00| 123.50000 61750.00
HOT MIX ASPHALT 9.5 MM(SIDEWALKS,DRIVES | | |
INCIDENTAL ) | | |
0160 403.213 5800.000 MG | 36.00000 208800.00| 35.75000 207350.00| 37.40000 216920.00
HOT MIX ASPHALT 12.5 MM NOMINAL MAX | | |
SIZE - BASE | | |
0170 409.15 20.000 L | 6.50000 130.00| 3.00000 60.00| 2.75000 55.00
BITUMINOUS TACK COAT APPLIED | | |
0180 508.13 85.000 LS | 2500.00000 2500.00| 2200.00000 2200.00| 3000.00000 3000.00
MEMBRANE WATERPROOFING | | |
0190 511.07 LUMP| 3500.00000 3500.00| 1000.00000 1000.00| 3800.00000 3800.00
COFFERDAM: DOWNSTREAM | | |
0200 511.07 LUMP| 3500.00000 3500.00| 1000.00000 1000.00| 3800.00000 3800.00
COFFERDAM: UPSTREAM | | |
0210 534.71 1.000 LS | 55000.00000 55000.00| 90000.00000 90000.00| 55000.00000 55000.00
PRECAST CONCRETE BOX CULVERT | | |
0220 603.159 120.000 M | 80.00000 9600.00| 88.65000 10638.00| 85.00000 10200.00
300 MM CULVERT PIPE OPTION III | | |
0230 603.16 20.000 M | 82.00000 1640.00| 67.65000 1353.00| 70.00000 1400.00
375 MM CULVERT PIPE OPTION I | | |
0240 603.169 94.000 M | 108.00000 10152.00| 114.68000 10779.92| 145.00000 13630.00
375 MM CULVERT PIPE OPTION III | | |
0250 603.17 59.000 M | 110.00000 6490.00| 59.20000 3492.80| 75.00000 4425.00
450 MM CULVERT PIPE OPTION I | | |
0260 603.179 67.000 M | 150.00000 10050.00| 95.25000 6381.75| 145.00000 9715.00
450 MM CULVERT PIPE OPTION III | | |
0270 603.19 29.000 M | 160.00000 4640.00| 88.45000 2565.05| 85.00000 2465.00
600 MM CULVERT PIPE OPTION I | | |
0280 603.199 140.000 M | 162.00000 22680.00| 118.00000 16520.00| 155.00000 21700.00
600 MM CULVERT PIPE OPTION III | | |
0290 603.209 130.000 M | 170.00000 22100.00| 128.00000 16640.00| 210.00000 27300.00
750 MM CULVERT PIPE OPTION III | | |
LETTING DATE : 01/30/02 MAINE DEPARTMENT OF TRANSPORTATION DATE : 07/10/02
PAGE : 3
LOCATION : STANDISH TABULATION OF BIDS
CONTRACT ID : 002847.12
=========
====================================================================================================================================
|( 1 ) 000079 |( 2 ) 000116 |( 3 ) 000460
|R J GRONDIN & SONS, INC. |SHAW BROTHERS CONSTRUCTION, |M & H LOGGING AND CONSTRUCTION
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0300 604.072 8.000 EA | 2200.00000 17600.00| 2600.00000 20800.00| 2000.00000 16000.00
CATCH BASIN TYPE A1-C | | |
0310 604.076 1.000 EA | 2850.00000 2850.00| 3600.00000 3600.00| 2300.00000 2300.00
1500 MM CATCH BASIN TYPE A1-C | | |
0320 604.077 2.000 EA | 3350.00000 6700.00| 4900.00000 9800.00| 3000.00000 6000.00
1800MM CATCH BASIN TYPE A1-C | | |
0330 604.092 22.000 EA | 1400.00000 30800.00| 2500.00000 55000.00| 1900.00000 41800.00
CATCH BASIN TYPE B1-C | | |
0340 604.0956 1.000 EA | 4250.00000 4250.00| 6000.00000 6000.00| 4000.00000 4000.00
2400 MM CATCH BASIN TYPE B1 | | |
0350 604.096 5.000 EA | 2250.00000 11250.00| 4400.00000 22000.00| 2200.00000 11000.00
1500 MM CATCH BASIN TYPE B1-C | | |
0360 604.244 4.000 EA | 1330.00000 5320.00| 1200.00000 4800.00| 1000.00000 4000.00
CATCH BASIN TYPE F4 | | |
0370 604.246 1.000 EA | 1340.00000 1340.00| 1600.00000 1600.00| 1100.00000 1100.00
CATCH BASIN TYPE F5 | | |
0380 605.09 1500.000 M | 53.00000 79500.00| 49.21000 73815.00| 62.00000 93000.00
150 MM UNDERDRAIN TYPE B | | |
0390 605.10 90.000 M | 53.00000 4770.00| 49.00000 4410.00| 60.00000 5400.00
150 MM UNDERDRAIN OUTLET | | |
0400 605.11 400.000 M | 83.00000 33200.00| 72.16000 28864.00| 90.00000 36000.00
300 MM UNDERDRAIN TYPE C | | |
0410 605.12 180.000 M | 85.00000 15300.00| 85.25000 15345.00| 95.00000 17100.00
375 MM UNDERDRAIN TYPE C | | |
0420 605.13 240.000 M | 93.00000 22320.00| 91.80000 22032.00| 105.00000 25200.00
450 MM UNDERDRAIN TYPE C | | |
0430 605.14 48.000 M | 140.00000 6720.00| 112.00000 5376.00| 130.00000 6240.00
525 MM UNDERDRAIN TYPE C | | |
0440 605.15 410.000 M | 145.00000 59450.00| 118.10000 48421.00| 140.00000 57400.00
600 MM UNDERDRAIN TYPE C | | |
0450 605.17 120.000 M | 165.00000 19800.00| 131.30000 15756.00| 170.00000 20400.00
750 MM UNDERDRAIN TYPE C | | |
0460 606.17 870.000 M | 32.00000 27840.00| 33.50000 29145.00| 35.00000 30450.00
GUARDRAIL TYPE 3B - SINGLE RAIL | | |
0470 606.21 66.000 M | 36.10000 2382.60| 38.00000 2508.00| 40.00000 2640.00
GUARDRAIL TYPE 3B - 4.5 M RADIUS OR LES | | |
0480 606.265 11.000 EA | 25.00000 275.00| 26.00000 286.00| 30.00000 330.00
TERMINAL END - SINGLE RAIL - GALVANIZED | | |
STEEL | | |
0490 606.35 25.000 EA | 23.00000 575.00| 24.00000 600.00| 30.00000 750.00
GUARDRAIL DELINEATOR POST | | |
LETTING DATE : 01/30/02 MAINE DEPARTMENT OF TRANSPORTATION DATE : 07/10/02
PAGE : 4
LOCATION : STANDISH TABULATION OF BIDS
CONTRACT ID : 002847.12
=========
====================================================================================================================================
|( 1 ) 000079 |( 2 ) 000116 |( 3 ) 000460
|R J GRONDIN & SONS, INC. |SHAW BROTHERS CONSTRUCTION, |M & H LOGGING AND CONSTRUCTION
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0500 606.363 230.000 M | 6.00000 1380.00| 3.60000 828.00| 4.00000 920.00
GUARDRAIL REMOVE AND DISPOSE | | |
0510 606.47 20.000 EA | 28.00000 560.00| 30.00000 600.00| 35.00000 700.00
SINGLE WOOD POST | | |
0520 606.76 5.000 EA | 1250.00000 6250.00| 1800.00000 9000.00| 1400.00000 7000.00
MODIFIED ECCENTRIC LOADER TERMINAL | | |
0530 609.11 640.000 M | 70.00000 44800.00| 78.75000 50400.00| 60.00000 38400.00
VERTICAL CURB TYPE 1 | | |
0540 609.12 16.000 M | 115.00000 1840.00| 110.50000 1768.00| 70.00000 1120.00
VERTICAL CURB TYPE 1 - CIRCULAR | | |
0550 609.234 58.000 EA | 115.00000 6670.00| 100.00000 5800.00| 120.00000 6960.00
TERMINAL CURB TYPE 1 - 1.2 METER | | |
0560 609.31 1750.000 M | 11.00000 19250.00| 9.50000 16625.00| 10.00000 17500.00
CURB TYPE 3 | | |
0570 610.08 1000.000 M3 | 33.00000 33000.00| 65.40000 65400.00| 40.00000 40000.00
PLAIN RIPRAP | | |
0580 615.07 1500.000 M3 | 30.00000 45000.00| 45.78000 68670.00| 30.00000 45000.00
LOAM | | |
0590 618.1301 58.000 UN | 15.00000 870.00| 21.75000 1261.50| 45.00000 2610.00
SEEDING METHOD NUMBER 1 - PLAN QUANTITY | | |
0600 618.1401 132.000 UN | 15.00000 1980.00| 21.75000 2871.00| 27.00000 3564.00
SEEDING METHOD NUMBER 2 - PLAN QUANTITY | | |
0610 618.1411 51.000 UN | 40.00000 2040.00| 48.50000 2473.50| 40.00000 2040.00
SEEDING METHOD NUMBER 3 - PLAN QUANTITY | | |
0620 618.15 100.000 KG | 2.50000 250.00| 5.00000 500.00| 6.00000 600.00
TEMPORARY SEEDING | | |
0630 619.1201 510.000 UN | 12.00000 6120.00| 10.75000 5482.50| 10.00000 5100.00
MULCH - PLAN QUANTITY | | |
0640 620.58 2600.000 M2 | 2.25000 5850.00| 3.90000 10140.00| 2.00000 5200.00
EROSION CONTROL GEOTEXTILE | | |
0650 621.12 5.000 EA | 150.00000 750.00| 150.00000 750.00| 165.00000 825.00
SMALL DECIDUOUS TREES (1500 MM - 1800 | | |
MM) GROUP A | | |
0660 621.18 5.000 EA | 150.00000 750.00| 170.00000 850.00| 230.00000 1150.00
MEDIUM DECIDUOUS TREES (1800 MM - 2400 | | |
MM) GROUP C | | |
0670 621.273 6.000 EA | 500.00000 3000.00| 290.00000 1740.00| 470.00000 2820.00
LARGE DECIDUOUS TREE (50 MM - 65 MM | | |
CALIPER) GROUP A | | |
0680 621.80 LUMP| 1750.00000 1750.00| 3600.00000 3600.00| 1200.00000 1200.00
ESTABLISHMENT PERIOD | | |
LETTING DATE : 01/30/02 MAINE DEPARTMENT OF TRANSPORTATION DATE : 07/10/02
PAGE : 5
LOCATION : STANDISH TABULATION OF BIDS
CONTRACT ID : 002847.12
=========
====================================================================================================================================
|( 1 ) 000079 |( 2 ) 000116 |( 3 ) 000460
|R J GRONDIN & SONS, INC. |SHAW BROTHERS CONSTRUCTION, |M & H LOGGING AND CONSTRUCTION
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0690 627.71 7500.000 M | 0.35000 2625.00| 0.37000 2775.00| 0.40000 3000.00
100 MM WHITE PAVEMENT MARKING LINE | | |
0700 627.73 4400.000 M | 0.85000 3740.00| 0.63000 2772.00| 0.70000 3080.00
100 MM YELLOW PAVEMENT MARKING LINE | | |
0710 627.75 270.000 M2 | 11.50000 3105.00| 12.00000 3240.00| 13.00000 3510.00
WHITE OR YELLOW PAVEMENT AND CURB | | |
MARKING | | |
0720 627.78 8400.000 M | 0.65000 5460.00| 0.45000 3780.00| 0.50000 4200.00
TEMPORARY 100 MM PAINTED PAVEMENT | | |
MARKING LINE, WHITE OR YELLOW | | |
0730 629.05 80.000 MH | 17.00000 1360.00| 28.00000 2240.00| 20.00000 1600.00
HAND LABOR, STRAIGHT TIME | | |
0740 631.12 30.000 HR | 85.00000 2550.00| 130.00000 3900.00| 65.00000 1950.00
ALL PURPOSE EXCAVATOR (INCLUDING | | |
OPERATOR) | | |
0750 631.172 30.000 HR | 44.00000 1320.00| 57.00000 1710.00| 40.00000 1200.00
TRUCK - LARGE (INCLUDING OPERATOR) | | |
0760 631.20 20.000 HR | 150.00000 3000.00| 150.00000 3000.00| 80.00000 1600.00
STUMP CHIPPER (INCLUDING OPERATOR) | | |
0770 631.22 20.000 HR | 45.00000 900.00| 75.00000 1500.00| 50.00000 1000.00
FRONT END LOADER (INCLUDING OPERATOR) | | |
0780 631.32 20.000 HR | 100.00000 2000.00| 200.00000 4000.00| 75.00000 1500.00
CULVERT CLEANER (INCLUDING OPERATOR) | | |
0790 636.61 80.000 M2 | 400.00000 32000.00| 323.00000 25840.00| 270.00000 21600.00
SEGMENTAL RETAINING WALL - SUPPLIER | | |
DESIGN | | |
0800 637.071 LUMP| 1250.00000 1250.00| 1000.00000 1000.00| 12000.00000 12000.00
DUST CONTROL | | |
0810 639.18 1.000 EA | 4500.00000 4500.00| 8000.00000 8000.00| 6000.00000 6000.00
FIELD OFFICE TYPE A | | |
0820 652.31 25.000 EA | 25.00000 625.00| 50.00000 1250.00| 54.00000 1350.00
TYPE I BARRICADE | | |
0830 652.311 15.000 EA | 25.00000 375.00| 35.00000 525.00| 10.00000 150.00
TYPE II BARRICADE | | |
0840 652.33 60.000 EA | 90.00000 5400.00| 50.00000 3000.00| 54.00000 3240.00
DRUM | | |
0850 652.34 85.000 EA | 18.00000 1530.00| 30.00000 2550.00| 15.00000 1275.00
CONE | | |
0860 652.35 70.000 M2 | 60.00000 4200.00| 129.00000 9030.00| 100.00000 7000.00
CONSTRUCTION SIGNS | | |
0870 652.361 220.000 LS | 12500.00000 12500.00| 25000.00000 25000.00| 5500.00000 5500.00
MAINTENANCE OF TRAFFIC CONTROL DEVICES | | |
LETTING DATE : 01/30/02 MAINE DEPARTMENT OF TRANSPORTATION DATE : 07/10/02
PAGE : 6
LOCATION : STANDISH TABULATION OF BIDS
CONTRACT ID : 002847.12
=========
====================================================================================================================================
|( 1 ) 000079 |( 2 ) 000116 |( 3 ) 000460
|R J GRONDIN & SONS, INC. |SHAW BROTHERS CONSTRUCTION, |M & H LOGGING AND CONSTRUCTION
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0880 652.38 4000.000 MH | 20.00000 80000.00| 16.50000 66000.00| 16.50000 66000.00
FLAGGER | | |
0890 656.75 LUMP| 1850.00000 1850.00| 25000.00000 25000.00| 5000.00000 5000.00
TEMPORARY SOIL EROSION AND WATER | | |
POLLUTION CONTROL | | |
0900 657.24 205.000 UN | 6.25000 1281.25| 5.00000 1025.00| 1.00000 205.00
SEEDING PITS | | |
0910 658.20 220.000 M2 | 20.00000 4400.00| 15.75000 3465.00| 16.50000 3630.00
ACRYLIC LATEX COLOR FINISH, GREEN | | |
0920 659.10 LUMP| 250000.00000 250000.00| 75000.00000 75000.00| 170000.00000 170000.00
MOBILIZATION | | |
0930 660.21 1000.000 MH | 1.00000 1000.00| 2.00000 2000.00| 12.00000 12000.00
ON-THE-JOB TRAINING (BID) | | |
0940 604.153 1.000 EA | 1950.00000 1950.00| 3700.00000 3700.00| 2200.00000 2200.00
1500 MM MANHOLE | | |
SECTION TOTALS | $ 2,574,495.85| $ 2,698,720.02| $ 2,793,377.00
------------------------------------------+----------------------------+----------------------------+-------------------------------
CONTRACT TOTALS | $ 2,574,495.85| $ 2,698,720.02| $ 2,793,377.00
====================================================================================================================================
LETTING DATE : 01/30/02 MAINE DEPARTMENT OF TRANSPORTATION DATE : 07/10/02
PAGE : 7
LOCATION : STANDISH TABULATION OF BIDS
CONTRACT ID : 002847.12
=========
====================================================================================================================================
|( 4 ) 000648 |( 5 ) 000155 |( 6 ) 000164
|DEARBORN BROS. CONSTR. INC. |MAIETTA CONSTRUCTION, INC. |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 1.000 HA | 6250.00000 6250.00| 20000.00000 20000.00| 45000.00000 45000.00
CLEARING | | |
0020 201.23 12.000 EA | 200.00000 2400.00| 750.00000 9000.00| 1200.00000 14400.00
REMOVING SINGLE TREE TOP ONLY | | |
0030 201.24 11.000 EA | 200.00000 2200.00| 250.00000 2750.00| 200.00000 2200.00
REMOVING STUMP | | |
0040 202.11 21000.000 M2 | 3.00000 63000.00| 12.50000 262500.00| 10.00000 210000.00
REMOVING PORTLAND CEMENT CONCRETE | | |
PAVEMENT | | |
0050 202.15 5.000 EA | 300.00000 1500.00| 350.00000 1750.00| 300.00000 1500.00
REMOVING MANHOLE OR CATCH BASIN | | |
0060 202.203 140.000 M2 | 18.00000 2520.00| 15.00000 2100.00| 12.00000 1680.00
PAVEMENT BUTT JOINTS | | |
0070 203.20 31000.000 M3 | 8.00000 248000.00| 8.50000 263500.00| 8.00000 248000.00
COMMON EXCAVATION | | |
0080 203.21 250.000 M3 | 100.00000 25000.00| 45.00000 11250.00| 75.00000 18750.00
ROCK EXCAVATION | | |
0090 203.35 50.000 M3 | 65.00000 3250.00| 50.00000 2500.00| 50.00000 2500.00
CRUSHED STONE FILL | | |
0100 206.061 200.000 M3 | 32.00000 6400.00| 30.00000 6000.00| 45.00000 9000.00
STRUCTURAL EARTH EXCAVATION - DRAINAGE | | |
AND MINOR STRUCTURES, BELOW GRADE | | |
0110 206.07 1000.000 M3 | 165.00000 165000.00| 85.00000 85000.00| 100.00000 100000.00
STRUCTURAL ROCK EXCAVATION - DRAINAGE | | |
AND MINOR STRUCTURES | | |
0120 304.10 34000.000 M3 | 15.75000 535500.00| 16.00000 544000.00| 17.50000 595000.00
AGGREGATE SUBBASE COURSE - GRAVEL | | |
0130 403.207 3500.000 MG | 40.00000 140000.00| 45.00000 157500.00| 34.00000 119000.00
HOT MIX ASPHALT 19.0 MM NOMINAL MAX SIZ | | |
0140 403.208 5900.000 MG | 40.00000 236000.00| 45.00000 265500.00| 34.00000 200600.00
HOT MIX ASPHALT 12.5 MM NOMINAL MAX SIZ | | |
0150 403.209 500.000 MG | 100.00000 50000.00| 95.00000 47500.00| 85.00000 42500.00
HOT MIX ASPHALT 9.5 MM(SIDEWALKS,DRIVES | | |
INCIDENTAL ) | | |
0160 403.213 5800.000 MG | 40.00000 232000.00| 45.00000 261000.00| 34.00000 197200.00
HOT MIX ASPHALT 12.5 MM NOMINAL MAX | | |
SIZE - BASE | | |
0170 409.15 20.000 L | 3.00000 60.00| 3.00000 60.00| 2.50000 50.00
BITUMINOUS TACK COAT APPLIED | | |
LETTING DATE : 01/30/02 MAINE DEPARTMENT OF TRANSPORTATION DATE : 07/10/02
PAGE : 8
LOCATION : STANDISH TABULATION OF BIDS
CONTRACT ID : 002847.12
=========
====================================================================================================================================
|( 4 ) 000648 |( 5 ) 000155 |( 6 ) 000164
|DEARBORN BROS. CONSTR. INC. |MAIETTA CONSTRUCTION, INC. |C P M CONSTRUCTORS
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0180 508.13 85.000 LS | 5000.00000 5000.00| 2500.00000 2500.00| 1500.00000 1500.00
MEMBRANE WATERPROOFING | | |
0190 511.07 LUMP| 5000.00000 5000.00| 7500.00000 7500.00| 5000.00000 5000.00
COFFERDAM: DOWNSTREAM | | |
0200 511.07 LUMP| 5000.00000 5000.00| 7500.00000 7500.00| 5000.00000 5000.00
COFFERDAM: UPSTREAM | | |
0210 534.71 1.000 LS | 50000.00000 50000.00| 80000.00000 80000.00| 80000.00000 80000.00
PRECAST CONCRETE BOX CULVERT | | |
0220 603.159 120.000 M | 115.00000 13800.00| 130.00000 15600.00| 120.00000 14400.00
300 MM CULVERT PIPE OPTION III | | |
0230 603.16 20.000 M | 123.50000 2470.00| 150.00000 3000.00| 125.00000 2500.00
375 MM CULVERT PIPE OPTION I | | |
0240 603.169 94.000 M | 124.50000 11703.00| 135.00000 12690.00| 170.00000 15980.00
375 MM CULVERT PIPE OPTION III | | |
0250 603.17 59.000 M | 130.00000 7670.00| 180.00000 10620.00| 175.00000 10325.00
450 MM CULVERT PIPE OPTION I | | |
0260 603.179 67.000 M | 147.75000 9899.25| 150.00000 10050.00| 200.00000 13400.00
450 MM CULVERT PIPE OPTION III | | |
0270 603.19 29.000 M | 215.00000 6235.00| 225.00000 6525.00| 210.00000 6090.00
600 MM CULVERT PIPE OPTION I | | |
0280 603.199 140.000 M | 215.00000 30100.00| 185.00000 25900.00| 225.00000 31500.00
600 MM CULVERT PIPE OPTION III | | |
0290 603.209 130.000 M | 230.00000 29900.00| 190.00000 24700.00| 250.00000 32500.00
750 MM CULVERT PIPE OPTION III | | |
0300 604.072 8.000 EA | 1500.00000 12000.00| 2000.00000 16000.00| 2200.00000 17600.00
CATCH BASIN TYPE A1-C | | |
0310 604.076 1.000 EA | 2200.00000 2200.00| 2200.00000 2200.00| 2800.00000 2800.00
1500 MM CATCH BASIN TYPE A1-C | | |
0320 604.077 2.000 EA | 2200.00000 4400.00| 3250.00000 6500.00| 3800.00000 7600.00
1800MM CATCH BASIN TYPE A1-C | | |
0330 604.092 22.000 EA | 1500.00000 33000.00| 2000.00000 44000.00| 2100.00000 46200.00
CATCH BASIN TYPE B1-C | | |
0340 604.0956 1.000 EA | 5000.00000 5000.00| 6500.00000 6500.00| 6000.00000 6000.00
2400 MM CATCH BASIN TYPE B1 | | |
0350 604.096 5.000 EA | 2200.00000 11000.00| 3500.00000 17500.00| 3800.00000 19000.00
1500 MM CATCH BASIN TYPE B1-C | | |
0360 604.244 4.000 EA | 1350.00000 5400.00| 1200.00000 4800.00| 1200.00000 4800.00
CATCH BASIN TYPE F4 | | |
0370 604.246 1.000 EA | 1350.00000 1350.00| 1250.00000 1250.00| 1400.00000 1400.00
CATCH BASIN TYPE F5 | | |
0380 605.09 1500.000 M | 60.00000 90000.00| 60.00000 90000.00| 80.00000 120000.00
150 MM UNDERDRAIN TYPE B | | |
LETTING DATE : 01/30/02 MAINE DEPARTMENT OF TRANSPORTATION DATE : 07/10/02
PAGE : 9
LOCATION : STANDISH TABULATION OF BIDS
CONTRACT ID : 002847.12
=========
====================================================================================================================================
|( 4 ) 000648 |( 5 ) 000155 |( 6 ) 000164
|DEARBORN BROS. CONSTR. INC. |MAIETTA CONSTRUCTION, INC. |C P M CONSTRUCTORS
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0390 605.10 90.000 M | 60.00000 5400.00| 80.00000 7200.00| 80.00000 7200.00
150 MM UNDERDRAIN OUTLET | | |
0400 605.11 400.000 M | 98.50000 39400.00| 95.00000 38000.00| 95.00000 38000.00
300 MM UNDERDRAIN TYPE C | | |
0410 605.12 180.000 M | 105.00000 18900.00| 100.00000 18000.00| 120.00000 21600.00
375 MM UNDERDRAIN TYPE C | | |
0420 605.13 240.000 M | 115.00000 27600.00| 120.00000 28800.00| 130.00000 31200.00
450 MM UNDERDRAIN TYPE C | | |
0430 605.14 48.000 M | 131.00000 6288.00| 150.00000 7200.00| 175.00000 8400.00
525 MM UNDERDRAIN TYPE C | | |
0440 605.15 410.000 M | 148.00000 60680.00| 150.00000 61500.00| 175.00000 71750.00
600 MM UNDERDRAIN TYPE C | | |
0450 605.17 120.000 M | 165.00000 19800.00| 190.00000 22800.00| 200.00000 24000.00
750 MM UNDERDRAIN TYPE C | | |
0460 606.17 870.000 M | 40.00000 34800.00| 38.00000 33060.00| 32.00000 27840.00
GUARDRAIL TYPE 3B - SINGLE RAIL | | |
0470 606.21 66.000 M | 45.00000 2970.00| 42.00000 2772.00| 37.00000 2442.00
GUARDRAIL TYPE 3B - 4.5 M RADIUS OR LES | | |
0480 606.265 11.000 EA | 40.00000 440.00| 30.00000 330.00| 25.00000 275.00
TERMINAL END - SINGLE RAIL - GALVANIZED | | |
STEEL | | |
0490 606.35 25.000 EA | 30.00000 750.00| 30.00000 750.00| 23.00000 575.00
GUARDRAIL DELINEATOR POST | | |
0500 606.363 230.000 M | 5.00000 1150.00| 5.00000 1150.00| 3.50000 805.00
GUARDRAIL REMOVE AND DISPOSE | | |
0510 606.47 20.000 EA | 30.00000 600.00| 35.00000 700.00| 28.00000 560.00
SINGLE WOOD POST | | |
0520 606.76 5.000 EA | 1750.00000 8750.00| 1500.00000 7500.00| 1250.00000 6250.00
MODIFIED ECCENTRIC LOADER TERMINAL | | |
0530 609.11 640.000 M | 75.00000 48000.00| 90.00000 57600.00| 70.00000 44800.00
VERTICAL CURB TYPE 1 | | |
0540 609.12 16.000 M | 97.50000 1560.00| 100.00000 1600.00| 95.00000 1520.00
VERTICAL CURB TYPE 1 - CIRCULAR | | |
0550 609.234 58.000 EA | 120.00000 6960.00| 200.00000 11600.00| 95.00000 5510.00
TERMINAL CURB TYPE 1 - 1.2 METER | | |
0560 609.31 1750.000 M | 16.50000 28875.00| 12.00000 21000.00| 9.00000 15750.00
CURB TYPE 3 | | |
0570 610.08 1000.000 M3 | 42.50000 42500.00| 50.00000 50000.00| 60.00000 60000.00
PLAIN RIPRAP | | |
0580 615.07 1500.000 M3 | 23.00000 34500.00| 25.00000 37500.00| 45.00000 67500.00
LOAM | | |
LETTING DATE : 01/30/02 MAINE DEPARTMENT OF TRANSPORTATION DATE : 07/10/02
PAGE : 10
LOCATION : STANDISH TABULATION OF BIDS
CONTRACT ID : 002847.12
=========
====================================================================================================================================
|( 4 ) 000648 |( 5 ) 000155 |( 6 ) 000164
|DEARBORN BROS. CONSTR. INC. |MAIETTA CONSTRUCTION, INC. |C P M CONSTRUCTORS
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0590 618.1301 58.000 UN | 75.00000 4350.00| 25.00000 1450.00| 21.00000 1218.00
SEEDING METHOD NUMBER 1 - PLAN QUANTITY | | |
0600 618.1401 132.000 UN | 80.00000 10560.00| 25.00000 3300.00| 13.00000 1716.00
SEEDING METHOD NUMBER 2 - PLAN QUANTITY | | |
0610 618.1411 51.000 UN | 70.00000 3570.00| 35.00000 1785.00| 14.00000 714.00
SEEDING METHOD NUMBER 3 - PLAN QUANTITY | | |
0620 618.15 100.000 KG | 22.00000 2200.00| 10.00000 1000.00| 5.00000 500.00
TEMPORARY SEEDING | | |
0630 619.1201 510.000 UN | 15.00000 7650.00| 18.00000 9180.00| 6.50000 3315.00
MULCH - PLAN QUANTITY | | |
0640 620.58 2600.000 M2 | 5.00000 13000.00| 7.00000 18200.00| 2.00000 5200.00
EROSION CONTROL GEOTEXTILE | | |
0650 621.12 5.000 EA | 450.00000 2250.00| 300.00000 1500.00| 145.00000 725.00
SMALL DECIDUOUS TREES (1500 MM - 1800 | | |
MM) GROUP A | | |
0660 621.18 5.000 EA | 475.00000 2375.00| 350.00000 1750.00| 160.00000 800.00
MEDIUM DECIDUOUS TREES (1800 MM - 2400 | | |
MM) GROUP C | | |
0670 621.273 6.000 EA | 500.00000 3000.00| 400.00000 2400.00| 275.00000 1650.00
LARGE DECIDUOUS TREE (50 MM - 65 MM | | |
CALIPER) GROUP A | | |
0680 621.80 LUMP| 3500.00000 3500.00| 3800.00000 3800.00| 3400.00000 3400.00
ESTABLISHMENT PERIOD | | |
0690 627.71 7500.000 M | 0.40000 3000.00| 0.50000 3750.00| 0.35000 2625.00
100 MM WHITE PAVEMENT MARKING LINE | | |
0700 627.73 4400.000 M | 0.40000 1760.00| 1.00000 4400.00| 0.60000 2640.00
100 MM YELLOW PAVEMENT MARKING LINE | | |
0710 627.75 270.000 M2 | 20.00000 5400.00| 15.00000 4050.00| 11.50000 3105.00
WHITE OR YELLOW PAVEMENT AND CURB | | |
MARKING | | |
0720 627.78 8400.000 M | 0.46000 3864.00| 0.60000 5040.00| 0.40000 3360.00
TEMPORARY 100 MM PAINTED PAVEMENT | | |
MARKING LINE, WHITE OR YELLOW | | |
0730 629.05 80.000 MH | 32.00000 2560.00| 28.00000 2240.00| 25.00000 2000.00
HAND LABOR, STRAIGHT TIME | | |
0740 631.12 30.000 HR | 120.00000 3600.00| 125.00000 3750.00| 90.00000 2700.00
ALL PURPOSE EXCAVATOR (INCLUDING | | |
OPERATOR) | | |
0750 631.172 30.000 HR | 40.00000 1200.00| 50.00000 1500.00| 40.00000 1200.00
TRUCK - LARGE (INCLUDING OPERATOR) | | |
0760 631.20 20.000 HR | 100.00000 2000.00| 100.00000 2000.00| 125.00000 2500.00
STUMP CHIPPER (INCLUDING OPERATOR) | | |
LETTING DATE : 01/30/02 MAINE DEPARTMENT OF TRANSPORTATION DATE : 07/10/02
PAGE : 11
LOCATION : STANDISH TABULATION OF BIDS
CONTRACT ID : 002847.12
=========
====================================================================================================================================
|( 4 ) 000648 |( 5 ) 000155 |( 6 ) 000164
|DEARBORN BROS. CONSTR. INC. |MAIETTA CONSTRUCTION, INC. |C P M CONSTRUCTORS
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0770 631.22 20.000 HR | 75.00000 1500.00| 80.00000 1600.00| 80.00000 1600.00
FRONT END LOADER (INCLUDING OPERATOR) | | |
0780 631.32 20.000 HR | 100.00000 2000.00| 125.00000 2500.00| 150.00000 3000.00
CULVERT CLEANER (INCLUDING OPERATOR) | | |
0790 636.61 80.000 M2 | 220.00000 17600.00| 315.00000 25200.00| 300.00000 24000.00
SEGMENTAL RETAINING WALL - SUPPLIER | | |
DESIGN | | |
0800 637.071 LUMP| 10000.00000 10000.00| 15000.00000 15000.00| 30000.00000 30000.00
DUST CONTROL | | |
0810 639.18 1.000 EA | 8000.00000 8000.00| 7500.00000 7500.00| 15000.00000 15000.00
FIELD OFFICE TYPE A | | |
0820 652.31 25.000 EA | 50.00000 1250.00| 50.00000 1250.00| 55.00000 1375.00
TYPE I BARRICADE | | |
0830 652.311 15.000 EA | 50.00000 750.00| 50.00000 750.00| 65.00000 975.00
TYPE II BARRICADE | | |
0840 652.33 60.000 EA | 40.00000 2400.00| 60.00000 3600.00| 55.00000 3300.00
DRUM | | |
0850 652.34 85.000 EA | 25.00000 2125.00| 20.00000 1700.00| 20.00000 1700.00
CONE | | |
0860 652.35 70.000 M2 | 81.00000 5670.00| 100.00000 7000.00| 100.00000 7000.00
CONSTRUCTION SIGNS | | |
0870 652.361 220.000 LS | 10000.00000 10000.00| 12000.00000 12000.00| 35000.00000 35000.00
MAINTENANCE OF TRAFFIC CONTROL DEVICES | | |
0880 652.38 4000.000 MH | 18.00000 72000.00| 16.00000 64000.00| 15.00000 60000.00
FLAGGER | | |
0890 656.75 LUMP| 25000.00000 25000.00| 20000.00000 20000.00| 45000.00000 45000.00
TEMPORARY SOIL EROSION AND WATER | | |
POLLUTION CONTROL | | |
0900 657.24 205.000 UN | 1.00000 205.00| 15.00000 3075.00| 1.00000 205.00
SEEDING PITS | | |
0910 658.20 220.000 M2 | 28.20000 6204.00| 26.00000 5720.00| 15.00000 3300.00
ACRYLIC LATEX COLOR FINISH, GREEN | | |
0920 659.10 LUMP| 192000.00000 192000.00| 150000.00000 150000.00| 320000.00000 320000.00
MOBILIZATION | | |
0930 660.21 1000.000 MH | 3.00000 3000.00| 1.00000 1000.00| 1.00000 1000.00
ON-THE-JOB TRAINING (BID) | | |
0940 604.153 1.000 EA | 3500.00000 3500.00| 3000.00000 3000.00| 3800.00000 3800.00
1500 MM MANHOLE | | |
SECTION TOTALS | $ 2,889,173.25| $ 3,142,297.00| $ 3,282,575.00
------------------------------------------+----------------------------+----------------------------+-------------------------------
CONTRACT TOTALS | $ 2,889,173.25| $ 3,142,297.00| $ 3,282,575.00
====================================================================================================================================