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LETTING DATE : 01/16/02 MAINE DEPARTMENT OF TRANSPORTATION DATE : 07/10/02
PAGE : 1
LOCATION : LIMERICK TABULATION OF BIDS
CONTRACT ID : 004217.10 COMPLETION DATE : 06/06/03
=========
PROJECT(S): STP-4217(10)X COUNTIE(S) : YORK MAINE STATE DEPARTMENT OF TRANSPORTATION
A TRUE COPY : __________________________
TITLE : __________________________
ATTEST : ____________________________ CONTRACT DESCRIPTION : HIGHWAY RECONSTRUCTION AND BRIDGE IMPROVEMENTS NOTARY PUBLIC
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TOTAL % OVER
RANK VENDOR NO./NAME BID LOW BID
--------------------------------------------------------------------------------------------------------------------------
1 001095 GORHAM SAND & GRAVEL, INC. $ 2,566,295.99 100.0000%
2 000460 M & H LOGGING AND CONSTRUCTION $ 2,583,636.00 100.6757%
3 000272 A & V CONSTRUCTION, CORP. $ 2,740,428.00 106.7853%
4 000079 R J GRONDIN & SONS, INC. $ 2,771,047.83 107.9785%
5 000648 DEARBORN BROTHERS CONSTRUCTION, INC. $ 2,801,841.06 109.1784%
6 000116 SHAW BROTHERS CONSTRUCTION, INC. $ 2,833,875.90 110.4267%
7 000164 C P M CONSTRUCTORS $ 3,137,203.50 122.2464%
8 000416 T BUCK CONSTRUCTION INC. $ 3,214,912.94 125.2744%
====================================================================================================================================
|( 1 ) 001095 |( 2 ) 000460 |( 3 ) 000272
|GORHAM SAND & GRAVEL, INC. |M & H LOGGING AND CONSTRUCT |A & V CONSTRUCTION, CORP.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0001 HIGHWAY ITEMS
| | |
0020 201.24 30.000 EA | 250.00000 7500.00| 200.00000 6000.00| 150.00000 4500.00
REMOVING STUMP | | |
0030 202.10 160.000 LS | 55000.00000 55000.00| 60000.00000 60000.00| 25000.00000 25000.00
REMOVING EXISTING SUPERSTRUCTURE | | |
(PROPERTY OF CONTRACTOR) | | |
0040 202.12 32.000 M3 | 700.00000 22400.00| 475.00000 15200.00| 350.00000 11200.00
REMOVING EXISTING STRUCTURAL CONCRETE | | |
0050 202.15 8.000 EA | 350.00000 2800.00| 400.00000 3200.00| 450.00000 3600.00
REMOVING MANHOLE OR CATCH BASIN | | |
0060 202.203 155.000 M2 | 15.00000 2325.00| 15.00000 2325.00| 18.00000 2790.00
PAVEMENT BUTT JOINTS | | |
0070 203.20 13500.000 M3 | 9.00000 121500.00| 8.00000 108000.00| 8.00000 108000.00
COMMON EXCAVATION | | |
0080 203.21 50.000 M3 | 60.00000 3000.00| 100.00000 5000.00| 70.00000 3500.00
ROCK EXCAVATION | | |
0090 203.25 80.000 M3 | 22.00000 1760.00| 14.00000 1120.00| 20.00000 1600.00
GRANULAR BORROW | | |
0100 206.061 5.000 M3 | 65.00000 325.00| 40.00000 200.00| 25.00000 125.00
STRUCTURAL EARTH EXCAVATION - DRAINAGE | | |
AND MINOR STRUCTURES, BELOW GRADE | | |
LETTING DATE : 01/16/02 MAINE DEPARTMENT OF TRANSPORTATION DATE : 07/10/02
PAGE : 2
LOCATION : LIMERICK TABULATION OF BIDS
CONTRACT ID : 004217.10
=========
====================================================================================================================================
|( 1 ) 001095 |( 2 ) 000460 |( 3 ) 000272
|GORHAM SAND & GRAVEL, INC. |M & H LOGGING AND CONSTRUCT |A & V CONSTRUCTION, CORP.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0110 206.07 460.000 M3 | 85.00000 39100.00| 115.00000 52900.00| 120.00000 55200.00
STRUCTURAL ROCK EXCAVATION - DRAINAGE | | |
AND MINOR STRUCTURES | | |
0120 206.082 160.000 M3 | 26.00000 4160.00| 30.00000 4800.00| 20.00000 3200.00
STRUCTURAL EARTH EXCAVATION - MAJOR | | |
STRUCTURES | | |
0130 304.10 10200.000 M3 | 16.40000 167280.00| 19.00000 193800.00| 16.50000 168300.00
AGGREGATE SUBBASE COURSE - GRAVEL | | |
0140 403.207 4500.000 MG | 48.00000 216000.00| 46.00000 207000.00| 44.00000 198000.00
HOT MIX ASPHALT 19.0 MM NOMINAL MAX SIZ | | |
0150 403.208 1775.000 MG | 48.00000 85200.00| 47.00000 83425.00| 51.00000 90525.00
HOT MIX ASPHALT 12.5 MM NOMINAL MAX SIZ | | |
0160 403.209 320.000 MG | 100.00000 32000.00| 130.00000 41600.00| 93.00000 29760.00
HOT MIX ASPHALT 9.5 MM(SIDEWALKS,DRIVES | | |
INCIDENTAL ) | | |
0170 403.211 30.000 MG | 50.00000 1500.00| 110.00000 3300.00| 52.00000 1560.00
HOT MIX ASPHALT (SHIM) | | |
0180 409.15 1270.000 L | 1.00000 1270.00| 1.10000 1397.00| 1.20000 1524.00
BITUMINOUS TACK COAT APPLIED | | |
0190 502.21 210.000 M3 | 470.00000 98700.00| 500.00000 105000.00| 650.00000 136500.00
STRUCTURAL CONCRETE, ABUTMENTS AND | | |
RETAINING WALLS | | |
0200 502.25 40.200 LS | 57500.00000 57500.00| 22000.00000 22000.00| 22000.00000 22000.00
STRUCTURAL CONCRETE SUPERSTRUCTURE SLAB | | |
0210 502.261 40.000 LS | 27500.00000 27500.00| 25000.00000 25000.00| 40000.00000 40000.00
SRRUCTURAL CONCRETE ROADWAY & SIDEWALK | | |
SLAB ON CONCRETE BRIDGES | | |
0220 502.461 11.000 M3 | 450.00000 4950.00| 450.00000 4950.00| 600.00000 6600.00
STRUCTURAL CONCRETE, REPLACE CONCRETE | | |
SLAB | | |
0230 502.62 5.000 M2 | 1400.00000 7000.00| 1600.00000 8000.00| 280.00000 1400.00
SUBSTRUCTURE REPAIR | | |
0240 503.12 9650.000 KG | 1.00000 9650.00| 1.00000 9650.00| 1.50000 14475.00
REINFORCING STEEL, FABRICATED AND | | |
DELIVERED | | |
0250 503.13 9650.000 KG | 0.40000 3860.00| 2.75000 26537.50| 1.00000 9650.00
REINFORCING STEEL, PLACING | | |
0260 508.13 200.000 LS | 3000.00000 3000.00| 3000.00000 3000.00| 3000.00000 3000.00
MEMBRANE WATERPROOFING | | |
0270 512.081 15.000 LS | 2000.00000 2000.00| 2500.00000 2500.00| 1000.00000 1000.00
FRENCH DRAINS | | |
LETTING DATE : 01/16/02 MAINE DEPARTMENT OF TRANSPORTATION DATE : 07/10/02
PAGE : 3
LOCATION : LIMERICK TABULATION OF BIDS
CONTRACT ID : 004217.10
=========
====================================================================================================================================
|( 1 ) 001095 |( 2 ) 000460 |( 3 ) 000272
|GORHAM SAND & GRAVEL, INC. |M & H LOGGING AND CONSTRUCT |A & V CONSTRUCTION, CORP.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0280 514.06 1.000 EA | 700.00000 700.00| 2200.00000 2200.00| 1200.00000 1200.00
CURING BOX FOR CONCRETE CYLINDERS | | |
0290 523.08 16.000 EA | 500.00000 8000.00| 600.00000 9600.00| 1100.00000 17600.00
ELASTOMERIC BRIDGE BEARING - LAMINATED | | |
0300 525.25 LUMP| 17000.00000 17000.00| 15000.00000 15000.00| 12000.00000 12000.00
REPOINTING GRANITE MASONRY | | |
0310 525.325 70.000 M2 | 480.00000 33600.00| 400.00000 28000.00| 450.00000 31500.00
DRY-LAID STONE RETAINING WALL | | |
0320 526.301 35.000 LS | 3000.00000 3000.00| 2000.00000 2000.00| 5000.00000 5000.00
TEMPORARY CONCRETE BARRIER TYPE I | | |
0330 526.323 25.700 LS | 24000.00000 24000.00| 14000.00000 14000.00| 12000.00000 12000.00
TEXAS CLASSIC RAIL | | |
0340 535.62 20.000 LS | 57500.00000 57500.00| 55000.00000 55000.00| 50000.00000 50000.00
PRESTRESSED STRUCTURAL CONCRETE BOX BEA | | |
0350 603.159 225.000 M | 98.00000 22050.00| 130.00000 29250.00| 150.00000 33750.00
300 MM CULVERT PIPE OPTION III | | |
0360 603.169 26.000 M | 105.00000 2730.00| 110.00000 2860.00| 130.00000 3380.00
375 MM CULVERT PIPE OPTION III | | |
0370 603.179 99.000 M | 146.00000 14454.00| 120.00000 11880.00| 140.00000 13860.00
450 MM CULVERT PIPE OPTION III | | |
0380 603.189 8.000 M | 180.00000 1440.00| 220.00000 1760.00| 180.00000 1440.00
525 MM CULVERT PIPE OPTION III | | |
0390 603.199 180.000 M | 185.00000 33300.00| 180.00000 32400.00| 160.00000 28800.00
600 MM CULVERT PIPE OPTION III | | |
0400 603.42 47.000 M | 230.00000 10810.00| 270.00000 12690.00| 260.00000 12220.00
750 MM REINFORCED CONCRETE PIPE CLASS I | | |
0410 604.072 41.000 EA | 1900.00000 77900.00| 2000.00000 82000.00| 1900.00000 77900.00
CATCH BASIN TYPE A1-C | | |
0420 604.077 6.000 EA | 2950.00000 17700.00| 2600.00000 15600.00| 4000.00000 24000.00
1800MM CATCH BASIN TYPE A1-C | | |
0430 604.153 1.000 EA | 2400.00000 2400.00| 2500.00000 2500.00| 3000.00000 3000.00
1500 MM MANHOLE | | |
0440 604.1551 2.000 EA | 15450.00000 30900.00| 13000.00000 26000.00| 14000.00000 28000.00
SEDIMENT TANK UNIT | | |
0450 604.16 1.000 EA | 1000.00000 1000.00| 500.00000 500.00| 550.00000 550.00
ALTERING CATCH BASIN TO MANHOLES | | |
0460 604.18 1.000 EA | 400.00000 400.00| 300.00000 300.00| 300.00000 300.00
ADJUSTING MANHOLE OR CATCH BASIN TO | | |
GRADE | | |
0470 604.247 2.000 EA | 1250.00000 2500.00| 1200.00000 2400.00| 1200.00000 2400.00
CATCH BASIN TYPE F5-C | | |
LETTING DATE : 01/16/02 MAINE DEPARTMENT OF TRANSPORTATION DATE : 07/10/02
PAGE : 4
LOCATION : LIMERICK TABULATION OF BIDS
CONTRACT ID : 004217.10
=========
====================================================================================================================================
|( 1 ) 001095 |( 2 ) 000460 |( 3 ) 000272
|GORHAM SAND & GRAVEL, INC. |M & H LOGGING AND CONSTRUCT |A & V CONSTRUCTION, CORP.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0480 604.252 6.000 EA | 1900.00000 11400.00| 2000.00000 12000.00| 2000.00000 12000.00
CATCH BASIN TYPE A5-C | | |
0490 604.262 2.000 EA | 1750.00000 3500.00| 2000.00000 4000.00| 1900.00000 3800.00
CATCH BASIN TYPE B5-C | | |
0500 605.09 1400.000 M | 59.00000 82600.00| 70.00000 98000.00| 50.00000 70000.00
150 MM UNDERDRAIN TYPE B | | |
0510 605.10 15.000 M | 59.00000 885.00| 60.00000 900.00| 45.00000 675.00
150 MM UNDERDRAIN OUTLET | | |
0520 605.11 610.000 M | 107.00000 65270.00| 90.00000 54900.00| 80.00000 48800.00
300 MM UNDERDRAIN TYPE C | | |
0530 605.12 335.000 M | 108.00000 36180.00| 100.00000 33500.00| 90.00000 30150.00
375 MM UNDERDRAIN TYPE C | | |
0540 605.13 120.000 M | 148.00000 17760.00| 110.00000 13200.00| 100.00000 12000.00
450 MM UNDERDRAIN TYPE C | | |
0550 605.15 20.000 M | 165.00000 3300.00| 150.00000 3000.00| 120.00000 2400.00
600 MM UNDERDRAIN TYPE C | | |
0560 606.17 60.000 M | 47.00000 2820.00| 47.00000 2820.00| 43.00000 2580.00
GUARDRAIL TYPE 3B - SINGLE RAIL | | |
0570 606.1721 4.000 EA | 1300.00000 5200.00| 1265.00000 5060.00| 1150.00000 4600.00
BRIDGE TRANSITION - TYPE 1 | | |
0580 606.22 30.000 M | 52.00000 1560.00| 53.00000 1590.00| 48.00000 1440.00
GUARDRAIL TYPE 3B - OVER 4.5 M RADIUS | | |
0590 606.265 3.000 EA | 60.00000 180.00| 50.00000 150.00| 45.00000 135.00
TERMINAL END - SINGLE RAIL - GALVANIZED | | |
STEEL | | |
0600 606.35 8.000 EA | 40.00000 320.00| 40.00000 320.00| 35.00000 280.00
GUARDRAIL DELINEATOR POST | | |
0610 606.363 75.000 M | 6.00000 450.00| 5.50000 412.50| 5.00000 375.00
GUARDRAIL REMOVE AND DISPOSE | | |
0620 606.76 1.000 EA | 1850.00000 1850.00| 1760.00000 1760.00| 1612.00000 1612.00
MODIFIED ECCENTRIC LOADER TERMINAL | | |
0630 607.163 36.000 M | 60.00000 2160.00| 60.00000 2160.00| 56.00000 2016.00
CHAIN LINK FENCE - 1.2 METER P.V.C. | | |
COATED | | |
0640 607.35 6.000 EA | 200.00000 1200.00| 200.00000 1200.00| 181.00000 1086.00
BRACING ASSEMBLY CHAIN LINK FENCE PVC | | |
COATED COATED | | |
0650 608.08 1780.000 M2 | 48.00000 85440.00| 45.00000 80100.00| 58.00000 103240.00
REINFORCED CONCRETE SIDEWALK | | |
0660 609.11 2050.000 M | 65.00000 133250.00| 60.00000 123000.00| 75.00000 153750.00
VERTICAL CURB TYPE 1 | | |
LETTING DATE : 01/16/02 MAINE DEPARTMENT OF TRANSPORTATION DATE : 07/10/02
PAGE : 5
LOCATION : LIMERICK TABULATION OF BIDS
CONTRACT ID : 004217.10
=========
====================================================================================================================================
|( 1 ) 001095 |( 2 ) 000460 |( 3 ) 000272
|GORHAM SAND & GRAVEL, INC. |M & H LOGGING AND CONSTRUCT |A & V CONSTRUCTION, CORP.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0670 609.12 151.000 M | 112.00000 16912.00| 90.00000 13590.00| 125.00000 18875.00
VERTICAL CURB TYPE 1 - CIRCULAR | | |
0680 609.234 74.000 EA | 85.00000 6290.00| 75.00000 5550.00| 125.00000 9250.00
TERMINAL CURB TYPE 1 - 1.2 METER | | |
0690 609.237 67.000 EA | 145.00000 9715.00| 130.00000 8710.00| 175.00000 11725.00
TERMINAL CURB TYPE 1 - 2.1 METER | | |
0700 609.311 11.000 M | 25.00000 275.00| 110.00000 1210.00| 48.00000 528.00
SPECIAL CURB- CAPE COD DESIGN | | |
0710 609.34 17.000 M | 52.00000 884.00| 55.00000 935.00| 65.00000 1105.00
CURB TYPE 5 | | |
0720 609.35 6.000 M | 195.00000 1170.00| 180.00000 1080.00| 200.00000 1200.00
CURB TYPE 5 - CIRCULAR | | |
0730 610.08 130.000 M3 | 55.00000 7150.00| 60.00000 7800.00| 80.00000 10400.00
PLAIN RIPRAP | | |
0740 610.09 2.000 M3 | 152.00000 304.00| 200.00000 400.00| 100.00000 200.00
HAND LAID RIPRAP | | |
0750 610.18 70.000 M3 | 55.00000 3850.00| 45.00000 3150.00| 60.00000 4200.00
STONE DITCH PROTECTION | | |
0760 613.319 130.000 M2 | 3.00000 390.00| 4.00000 520.00| 2.00000 260.00
EROSION CONTROL BLANKET | | |
0770 615.07 935.000 M3 | 34.00000 31790.00| 35.00000 32725.00| 24.00000 22440.00
LOAM | | |
0780 617.381 50.000 M3 | 26.00000 1300.00| 30.00000 1500.00| 20.00000 1000.00
EROSION CONTROL MIX | | |
0790 618.1301 75.000 UN | 26.00000 1950.00| 23.00000 1725.00| 21.00000 1575.00
SEEDING METHOD NUMBER 1 - PLAN QUANTITY | | |
0800 618.1411 12.000 UN | 30.00000 360.00| 27.00000 324.00| 21.00000 252.00
SEEDING METHOD NUMBER 3 - PLAN QUANTITY | | |
0810 618.25 5.000 M3 | 50.00000 250.00| 100.00000 500.00| 69.00000 345.00
APPLIED WATER | | |
0820 619.1201 95.000 UN | 12.00000 1140.00| 8.00000 760.00| 15.00000 1425.00
MULCH - PLAN QUANTITY | | |
0830 620.58 270.000 M2 | 3.50000 945.00| 4.00000 1080.00| 4.00000 1080.00
EROSION CONTROL GEOTEXTILE | | |
0840 621.203 15.000 EA | 350.00000 5250.00| 420.00000 6300.00| 428.00000 6420.00
MEDIUM DECIDUOUS TREE (50 MM - 65 MM | | |
CALIPER) GROUP C | | |
0850 621.273 18.000 EA | 390.00000 7020.00| 350.00000 6300.00| 428.00000 7704.00
LARGE DECIDUOUS TREE (50 MM - 65 MM | | |
CALIPER) GROUP A | | |
0860 621.511 12.000 EA | 65.00000 780.00| 50.00000 600.00| 40.00000 480.00
HYBRID RHODODENDRON (450 MM - 600 MM) | | |
LETTING DATE : 01/16/02 MAINE DEPARTMENT OF TRANSPORTATION DATE : 07/10/02
PAGE : 6
LOCATION : LIMERICK TABULATION OF BIDS
CONTRACT ID : 004217.10
=========
====================================================================================================================================
|( 1 ) 001095 |( 2 ) 000460 |( 3 ) 000272
|GORHAM SAND & GRAVEL, INC. |M & H LOGGING AND CONSTRUCT |A & V CONSTRUCTION, CORP.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0870 621.547 60.000 EA | 45.00000 2700.00| 60.00000 3600.00| 40.00000 2400.00
DECIDUOUS SHRUBS (600 MM - 900 MM) | | |
GROUP B | | |
0880 621.65 6.000 EA | 50.00000 300.00| 40.00000 240.00| 30.00000 180.00
VINES (300 MM - 375 MM) GROUP A | | |
0890 621.80 LUMP| 4000.00000 4000.00| 3300.00000 3300.00| 1000.00000 1000.00
ESTABLISHMENT PERIOD | | |
0900 627.71 3400.000 M | 0.80000 2720.00| 0.50000 1700.00| 0.70000 2380.00
100 MM WHITE PAVEMENT MARKING LINE | | |
0910 627.73 3400.000 M | 0.80000 2720.00| 0.50000 1700.00| 0.70000 2380.00
100 MM YELLOW PAVEMENT MARKING LINE | | |
0920 627.75 70.000 M2 | 23.00000 1610.00| 19.00000 1330.00| 19.00000 1330.00
WHITE OR YELLOW PAVEMENT AND CURB | | |
MARKING | | |
0930 627.78 7000.000 M | 1.25000 8750.00| 0.50000 3500.00| 0.70000 4900.00
TEMPORARY 100 MM PAINTED PAVEMENT | | |
MARKING LINE, WHITE OR YELLOW | | |
0940 629.05 40.000 MH | 25.00000 1000.00| 20.00000 800.00| 25.00000 1000.00
HAND LABOR, STRAIGHT TIME | | |
0950 631.10 20.000 HR | 25.00000 500.00| 50.00000 1000.00| 35.00000 700.00
AIR COMPRESSOR (INCLUDING OPERATOR) | | |
0960 631.11 20.000 HR | 25.00000 500.00| 25.00000 500.00| 35.00000 700.00
AIR TOOL (INCLUDING OPERATOR) | | |
0970 631.12 40.000 HR | 125.00000 5000.00| 65.00000 2600.00| 90.00000 3600.00
ALL PURPOSE EXCAVATOR (INCLUDING | | |
OPERATOR) | | |
0980 631.13 10.000 HR | 75.00000 750.00| 55.00000 550.00| 55.00000 550.00
BULLDOZER (INCLUDING OPERATOR) | | |
0990 631.172 20.000 HR | 45.00000 900.00| 40.00000 800.00| 40.00000 800.00
TRUCK - LARGE (INCLUDING OPERATOR) | | |
1000 631.18 15.000 HR | 35.00000 525.00| 20.00000 300.00| 40.00000 600.00
CHAIN SAW RENTAL (INCLUDING OPERATOR) | | |
1010 631.20 10.000 HR | 125.00000 1250.00| 100.00000 1000.00| 90.00000 900.00
STUMP CHIPPER (INCLUDING OPERATOR) | | |
1020 631.22 10.000 HR | 85.00000 850.00| 50.00000 500.00| 55.00000 550.00
FRONT END LOADER (INCLUDING OPERATOR) | | |
1030 631.32 10.000 HR | 45.00000 450.00| 100.00000 1000.00| 90.00000 900.00
CULVERT CLEANER (INCLUDING OPERATOR) | | |
1040 636.60 25.000 M2 | 275.00000 6875.00| 420.00000 10500.00| 300.00000 7500.00
MSE SEGMENTAL RETAINING WALL | | |
1050 637.071 LUMP| 6000.00000 6000.00| 14000.00000 14000.00| 8000.00000 8000.00
DUST CONTROL | | |
LETTING DATE : 01/16/02 MAINE DEPARTMENT OF TRANSPORTATION DATE : 07/10/02
PAGE : 7
LOCATION : LIMERICK TABULATION OF BIDS
CONTRACT ID : 004217.10
=========
====================================================================================================================================
|( 1 ) 001095 |( 2 ) 000460 |( 3 ) 000272
|GORHAM SAND & GRAVEL, INC. |M & H LOGGING AND CONSTRUCT |A & V CONSTRUCTION, CORP.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
1060 639.18 1.000 EA | 6000.00000 6000.00| 5000.00000 5000.00| 7000.00000 7000.00
FIELD OFFICE TYPE A | | |
1070 642.15 1.000 EA | 2000.00000 2000.00| 1200.00000 1200.00| 1200.00000 1200.00
PRECAST CONCRETE STEPS | | |
1080 643.72 LUMP| 27000.00000 27000.00| 26500.00000 26500.00| 21105.00000 21105.00
TEMPORARY TRAFFIC SIGNAL | | |
1090 652.31 75.000 EA | 20.00000 1500.00| 55.00000 4125.00| 55.00000 4125.00
TYPE I BARRICADE | | |
1100 652.311 10.000 EA | 35.00000 350.00| 25.00000 250.00| 55.00000 550.00
TYPE II BARRICADE | | |
1110 652.33 50.000 EA | 25.00000 1250.00| 55.00000 2750.00| 55.00000 2750.00
DRUM | | |
1120 652.34 50.000 EA | 10.00000 500.00| 20.00000 1000.00| 16.00000 800.00
CONE | | |
1130 652.35 90.000 M2 | 85.00000 7650.00| 160.00000 14400.00| 90.00000 8100.00
CONSTRUCTION SIGNS | | |
1140 652.361 140.000 LS | 12000.00000 12000.00| 7500.00000 7500.00| 5000.00000 5000.00
MAINTENANCE OF TRAFFIC CONTROL DEVICES | | |
1150 652.37 2.000 GP | 2500.00000 5000.00| 2400.00000 4800.00| 1800.00000 3600.00
WARNING LIGHTS | | |
1160 652.38 4000.000 MH | 12.00000 48000.00| 16.00000 64000.00| 13.00000 52000.00
FLAGGER | | |
1170 656.75 LUMP| 20000.00000 20000.00| 14333.00000 14333.00| 8000.00000 8000.00
TEMPORARY SOIL EROSION AND WATER | | |
POLLUTION CONTROL | | |
1180 658.20 21.000 M2 | 76.19000 1599.99| 26.00000 546.00| 36.00000 756.00
ACRYLIC LATEX COLOR FINISH, GREEN | | |
1190 659.10 LUMP| 124000.00000 124000.00| 190000.00000 190000.00| 250000.00000 250000.00
MOBILIZATION | | |
1200 660.21 2000.000 MH | 2.00000 4000.00| 12.00000 24000.00| 1.00000 2000.00
ON-THE-JOB TRAINING (BID) | | |
SECTION TOTALS | $ 2,199,963.99| $ 2,284,000.00| $ 2,260,668.00
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0002 SEWER ITEMS
| | |
1210 206.07 50.000 M3 | 100.00000 5000.00| 125.00000 6250.00| 150.00000 7500.00
STRUCTURAL ROCK EXCAVATION - DRAINAGE | | |
AND MINOR STRUCTURES | | |
1220 304.10 50.000 M3 | 24.00000 1200.00| 20.00000 1000.00| 28.00000 1400.00
AGGREGATE SUBBASE COURSE - GRAVEL | | |
1230 403.207 12.000 MG | 100.00000 1200.00| 132.00000 1584.00| 100.00000 1200.00
HOT MIX ASPHALT 19.0 MM NOMINAL MAX SIZ | | |
LETTING DATE : 01/16/02 MAINE DEPARTMENT OF TRANSPORTATION DATE : 07/10/02
PAGE : 8
LOCATION : LIMERICK TABULATION OF BIDS
CONTRACT ID : 004217.10
=========
====================================================================================================================================
|( 1 ) 001095 |( 2 ) 000460 |( 3 ) 000272
|GORHAM SAND & GRAVEL, INC. |M & H LOGGING AND CONSTRUCT |A & V CONSTRUCTION, CORP.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
1240 403.208 6.000 MG | 100.00000 600.00| 132.00000 792.00| 100.00000 600.00
HOT MIX ASPHALT 12.5 MM NOMINAL MAX SIZ | | |
1250 604.166 2.000 EA | 1150.00000 2300.00| 500.00000 1000.00| 1500.00000 3000.00
REBUILDING MANHOLE | | |
1260 604.18 17.000 EA | 300.00000 5100.00| 300.00000 5100.00| 300.00000 5100.00
ADJUSTING MANHOLE OR CATCH BASIN TO | | |
GRADE | | |
1270 801.16 118.000 M | 132.00000 15576.00| 110.00000 12980.00| 315.00000 37170.00
150 MM PVC SANITARY SEWER | | |
1280 801.17 516.000 M | 168.00000 86688.00| 125.00000 64500.00| 345.00000 178020.00
200 MM PVC SANITARY SEWER (SDR-35) | | |
1290 803.16 9.000 EA | 2100.00000 18900.00| 2500.00000 22500.00| 4500.00000 40500.00
1.2 M DIAMETER PRECAST SEWER MANHOLE | | |
1300 827.33 10.000 M | 20.00000 200.00| 12.00000 120.00| 11.00000 110.00
TRENCH INSULATION | | |
SECTION TOTALS | $ 136,764.00| $ 115,826.00| $ 274,600.00
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0003 WATER ITEMS
| | |
1310 206.07 50.000 M3 | 100.00000 5000.00| 125.00000 6250.00| 150.00000 7500.00
STRUCTURAL ROCK EXCAVATION - DRAINAGE | | |
AND MINOR STRUCTURES | | |
1320 822.33 10.000 M | 126.00000 1260.00| 240.00000 2400.00| 200.00000 2000.00
150 MM CLASS 52 DI PIPE | | |
1330 822.34 65.000 M | 132.00000 8580.00| 190.00000 12350.00| 200.00000 13000.00
200 MM CLASS 52 DI PIPE | | |
1340 822.36 532.000 M | 164.00000 87248.00| 155.00000 82460.00| 200.00000 106400.00
300 MM CLASS 52 DI PIPE | | |
1350 822.361 12.000 M | 325.00000 3900.00| 600.00000 7200.00| 560.00000 6720.00
300 MM INSULATED CLASS 52 DUCTILE IRON | | |
PIPE | | |
1360 822.364 50.000 M | 1615.00000 80750.00| 550.00000 27500.00| 600.00000 30000.00
300 MM CL.55 DI RIVER CROSSING PIPE | | |
1370 823.311 6.000 EA | 1100.00000 6600.00| 1700.00000 10200.00| 1400.00000 8400.00
300MM GATE VALVE WITH BOX | | |
1380 823.3251 8.000 EA | 900.00000 7200.00| 1300.00000 10400.00| 900.00000 7200.00
200MM GATE VALVE WITH BOX | | |
1390 824.30 4.000 EA | 2500.00000 10000.00| 3100.00000 12400.00| 2200.00000 8800.00
FIRE HYDRANTS | | |
1400 825.311 16.000 EA | 200.00000 3200.00| 100.00000 1600.00| 80.00000 1280.00
19 MM CORPORATION | | |
LETTING DATE : 01/16/02 MAINE DEPARTMENT OF TRANSPORTATION DATE : 07/10/02
PAGE : 9
LOCATION : LIMERICK TABULATION OF BIDS
CONTRACT ID : 004217.10
=========
====================================================================================================================================
|( 1 ) 001095 |( 2 ) 000460 |( 3 ) 000272
|GORHAM SAND & GRAVEL, INC. |M & H LOGGING AND CONSTRUCT |A & V CONSTRUCTION, CORP.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
1410 825.312 16.000 EA | 350.00000 5600.00| 150.00000 2400.00| 120.00000 1920.00
19 MM CURB STOP | | |
1420 825.41 115.000 M | 82.00000 9430.00| 70.00000 8050.00| 100.00000 11500.00
19 MM COPPER SERVICE | | |
1430 827.33 40.000 M | 20.00000 800.00| 15.00000 600.00| 11.00000 440.00
TRENCH INSULATION | | |
SECTION TOTALS | $ 229,568.00| $ 183,810.00| $ 205,160.00
------------------------------------------+----------------------------+----------------------------+-------------------------------
CONTRACT TOTALS | $ 2,566,295.99| $ 2,583,636.00| $ 2,740,428.00
====================================================================================================================================
LETTING DATE : 01/16/02 MAINE DEPARTMENT OF TRANSPORTATION DATE : 07/10/02
PAGE : 10
LOCATION : LIMERICK TABULATION OF BIDS
CONTRACT ID : 004217.10
=========
====================================================================================================================================
|( 4 ) 000079 |( 5 ) 000648 |( 6 ) 000116
|R J GRONDIN & SONS, INC. |DEARBORN BROS. CONSTR. INC. |SHAW BROTHERS CONSTRUCTION, INC
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0001 HIGHWAY ITEMS
| | |
0020 201.24 30.000 EA | 550.00000 16500.00| 100.00000 3000.00| 200.00000 6000.00
REMOVING STUMP | | |
0030 202.10 160.000 LS | 37500.00000 37500.00| 65000.00000 65000.00| 75000.00000 75000.00
REMOVING EXISTING SUPERSTRUCTURE | | |
(PROPERTY OF CONTRACTOR) | | |
0040 202.12 32.000 M3 | 385.00000 12320.00| 510.00000 16320.00| 80.00000 2560.00
REMOVING EXISTING STRUCTURAL CONCRETE | | |
0050 202.15 8.000 EA | 375.00000 3000.00| 300.00000 2400.00| 250.00000 2000.00
REMOVING MANHOLE OR CATCH BASIN | | |
0060 202.203 155.000 M2 | 15.00000 2325.00| 17.90000 2774.50| 22.00000 3410.00
PAVEMENT BUTT JOINTS | | |
0070 203.20 13500.000 M3 | 8.00000 108000.00| 6.22000 83970.00| 7.20000 97200.00
COMMON EXCAVATION | | |
0080 203.21 50.000 M3 | 65.00000 3250.00| 144.10000 7205.00| 130.00000 6500.00
ROCK EXCAVATION | | |
0090 203.25 80.000 M3 | 17.35000 1388.00| 13.10000 1048.00| 16.00000 1280.00
GRANULAR BORROW | | |
0100 206.061 5.000 M3 | 34.25000 171.25| 32.50000 162.50| 50.00000 250.00
STRUCTURAL EARTH EXCAVATION - DRAINAGE | | |
AND MINOR STRUCTURES, BELOW GRADE | | |
0110 206.07 460.000 M3 | 155.00000 71300.00| 130.50000 60030.00| 120.00000 55200.00
STRUCTURAL ROCK EXCAVATION - DRAINAGE | | |
AND MINOR STRUCTURES | | |
0120 206.082 160.000 M3 | 85.00000 13600.00| 13.00000 2080.00| 50.00000 8000.00
STRUCTURAL EARTH EXCAVATION - MAJOR | | |
STRUCTURES | | |
0130 304.10 10200.000 M3 | 17.35000 176970.00| 17.00000 173400.00| 17.66000 180132.00
AGGREGATE SUBBASE COURSE - GRAVEL | | |
0140 403.207 4500.000 MG | 43.00000 193500.00| 50.00000 225000.00| 44.00000 198000.00
HOT MIX ASPHALT 19.0 MM NOMINAL MAX SIZ | | |
0150 403.208 1775.000 MG | 43.00000 76325.00| 55.00000 97625.00| 48.00000 85200.00
HOT MIX ASPHALT 12.5 MM NOMINAL MAX SIZ | | |
0160 403.209 320.000 MG | 90.00000 28800.00| 144.00000 46080.00| 132.00000 42240.00
HOT MIX ASPHALT 9.5 MM(SIDEWALKS,DRIVES | | |
INCIDENTAL ) | | |
0170 403.211 30.000 MG | 65.00000 1950.00| 120.00000 3600.00| 110.00000 3300.00
HOT MIX ASPHALT (SHIM) | | |
0180 409.15 1270.000 L | 2.25000 2857.50| 3.17000 4025.90| 1.10000 1397.00
BITUMINOUS TACK COAT APPLIED | | |
LETTING DATE : 01/16/02 MAINE DEPARTMENT OF TRANSPORTATION DATE : 07/10/02
PAGE : 11
LOCATION : LIMERICK TABULATION OF BIDS
CONTRACT ID : 004217.10
=========
====================================================================================================================================
|( 4 ) 000079 |( 5 ) 000648 |( 6 ) 000116
|R J GRONDIN & SONS, INC. |DEARBORN BROS. CONSTR. INC. |SHAW BROTHERS CONSTRUCTION, INC
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0190 502.21 210.000 M3 | 450.00000 94500.00| 565.00000 118650.00| 700.00000 147000.00
STRUCTURAL CONCRETE, ABUTMENTS AND | | |
RETAINING WALLS | | |
0200 502.25 40.200 LS | 16000.00000 16000.00| 22500.00000 22500.00| 65000.00000 65000.00
STRUCTURAL CONCRETE SUPERSTRUCTURE SLAB | | |
0210 502.261 40.000 LS | 16000.00000 16000.00| 22500.00000 22500.00| 38000.00000 38000.00
SRRUCTURAL CONCRETE ROADWAY & SIDEWALK | | |
SLAB ON CONCRETE BRIDGES | | |
0220 502.461 11.000 M3 | 450.00000 4950.00| 565.00000 6215.00| 700.00000 7700.00
STRUCTURAL CONCRETE, REPLACE CONCRETE | | |
SLAB | | |
0230 502.62 5.000 M2 | 1730.00000 8650.00| 1750.00000 8750.00| 850.00000 4250.00
SUBSTRUCTURE REPAIR | | |
0240 503.12 9650.000 KG | 2.00000 19300.00| 1.00000 9650.00| 0.58000 5597.00
REINFORCING STEEL, FABRICATED AND | | |
DELIVERED | | |
0250 503.13 9650.000 KG | 1.85000 17852.50| 3.00000 28950.00| 1.50000 14475.00
REINFORCING STEEL, PLACING | | |
0260 508.13 200.000 LS | 2450.00000 2450.00| 5000.00000 5000.00| 5600.00000 5600.00
MEMBRANE WATERPROOFING | | |
0270 512.081 15.000 LS | 3500.00000 3500.00| 5500.00000 5500.00| 2000.00000 2000.00
FRENCH DRAINS | | |
0280 514.06 1.000 EA | 750.00000 750.00| 2500.00000 2500.00| 1250.00000 1250.00
CURING BOX FOR CONCRETE CYLINDERS | | |
0290 523.08 16.000 EA | 390.00000 6240.00| 203.00000 3248.00| 370.00000 5920.00
ELASTOMERIC BRIDGE BEARING - LAMINATED | | |
0300 525.25 LUMP| 10780.00000 10780.00| 15000.00000 15000.00| 20000.00000 20000.00
REPOINTING GRANITE MASONRY | | |
0310 525.325 70.000 M2 | 396.00000 27720.00| 538.00000 37660.00| 450.00000 31500.00
DRY-LAID STONE RETAINING WALL | | |
0320 526.301 35.000 LS | 5700.00000 5700.00| 2500.00000 2500.00| 1500.00000 1500.00
TEMPORARY CONCRETE BARRIER TYPE I | | |
0330 526.323 25.700 LS | 11570.00000 11570.00| 15000.00000 15000.00| 30000.00000 30000.00
TEXAS CLASSIC RAIL | | |
0340 535.62 20.000 LS | 40000.00000 40000.00| 58125.00000 58125.00| 35000.00000 35000.00
PRESTRESSED STRUCTURAL CONCRETE BOX BEA | | |
0350 603.159 225.000 M | 175.00000 39375.00| 131.20000 29520.00| 80.00000 18000.00
300 MM CULVERT PIPE OPTION III | | |
0360 603.169 26.000 M | 180.00000 4680.00| 140.60000 3655.60| 82.00000 2132.00
375 MM CULVERT PIPE OPTION III | | |
0370 603.179 99.000 M | 185.00000 18315.00| 151.00000 14949.00| 95.00000 9405.00
450 MM CULVERT PIPE OPTION III | | |
LETTING DATE : 01/16/02 MAINE DEPARTMENT OF TRANSPORTATION DATE : 07/10/02
PAGE : 12
LOCATION : LIMERICK TABULATION OF BIDS
CONTRACT ID : 004217.10
=========
====================================================================================================================================
|( 4 ) 000079 |( 5 ) 000648 |( 6 ) 000116
|R J GRONDIN & SONS, INC. |DEARBORN BROS. CONSTR. INC. |SHAW BROTHERS CONSTRUCTION, INC
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0380 603.189 8.000 M | 365.00000 2920.00| 162.50000 1300.00| 163.00000 1304.00
525 MM CULVERT PIPE OPTION III | | |
0390 603.199 180.000 M | 285.00000 51300.00| 230.00000 41400.00| 137.50000 24750.00
600 MM CULVERT PIPE OPTION III | | |
0400 603.42 47.000 M | 290.00000 13630.00| 230.85000 10849.95| 183.50000 8624.50
750 MM REINFORCED CONCRETE PIPE CLASS I | | |
0410 604.072 41.000 EA | 2000.00000 82000.00| 1300.00000 53300.00| 2900.00000 118900.00
CATCH BASIN TYPE A1-C | | |
0420 604.077 6.000 EA | 3125.00000 18750.00| 2000.00000 12000.00| 4900.00000 29400.00
1800MM CATCH BASIN TYPE A1-C | | |
0430 604.153 1.000 EA | 3075.00000 3075.00| 1650.00000 1650.00| 3600.00000 3600.00
1500 MM MANHOLE | | |
0440 604.1551 2.000 EA | 13400.00000 26800.00| 10000.00000 20000.00| 16000.00000 32000.00
SEDIMENT TANK UNIT | | |
0450 604.16 1.000 EA | 850.00000 850.00| 750.00000 750.00| 400.00000 400.00
ALTERING CATCH BASIN TO MANHOLES | | |
0460 604.18 1.000 EA | 475.00000 475.00| 300.00000 300.00| 300.00000 300.00
ADJUSTING MANHOLE OR CATCH BASIN TO | | |
GRADE | | |
0470 604.247 2.000 EA | 1875.00000 3750.00| 1300.00000 2600.00| 1600.00000 3200.00
CATCH BASIN TYPE F5-C | | |
0480 604.252 6.000 EA | 2250.00000 13500.00| 1300.00000 7800.00| 1600.00000 9600.00
CATCH BASIN TYPE A5-C | | |
0490 604.262 2.000 EA | 1565.00000 3130.00| 1300.00000 2600.00| 1600.00000 3200.00
CATCH BASIN TYPE B5-C | | |
0500 605.09 1400.000 M | 95.00000 133000.00| 75.00000 105000.00| 59.00000 82600.00
150 MM UNDERDRAIN TYPE B | | |
0510 605.10 15.000 M | 95.00000 1425.00| 100.00000 1500.00| 105.00000 1575.00
150 MM UNDERDRAIN OUTLET | | |
0520 605.11 610.000 M | 140.00000 85400.00| 108.20000 66002.00| 92.00000 56120.00
300 MM UNDERDRAIN TYPE C | | |
0530 605.12 335.000 M | 145.00000 48575.00| 118.20000 39597.00| 105.00000 35175.00
375 MM UNDERDRAIN TYPE C | | |
0540 605.13 120.000 M | 165.00000 19800.00| 131.33000 15759.60| 121.50000 14580.00
450 MM UNDERDRAIN TYPE C | | |
0550 605.15 20.000 M | 230.00000 4600.00| 148.50000 2970.00| 160.00000 3200.00
600 MM UNDERDRAIN TYPE C | | |
0560 606.17 60.000 M | 42.65000 2559.00| 70.00000 4200.00| 47.00000 2820.00
GUARDRAIL TYPE 3B - SINGLE RAIL | | |
0570 606.1721 4.000 EA | 1150.00000 4600.00| 1500.00000 6000.00| 1265.00000 5060.00
BRIDGE TRANSITION - TYPE 1 | | |
LETTING DATE : 01/16/02 MAINE DEPARTMENT OF TRANSPORTATION DATE : 07/10/02
PAGE : 13
LOCATION : LIMERICK TABULATION OF BIDS
CONTRACT ID : 004217.10
=========
====================================================================================================================================
|( 4 ) 000079 |( 5 ) 000648 |( 6 ) 000116
|R J GRONDIN & SONS, INC. |DEARBORN BROS. CONSTR. INC. |SHAW BROTHERS CONSTRUCTION, INC
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0580 606.22 30.000 M | 47.60000 1428.00| 75.00000 2250.00| 52.00000 1560.00
GUARDRAIL TYPE 3B - OVER 4.5 M RADIUS | | |
0590 606.265 3.000 EA | 45.00000 135.00| 75.00000 225.00| 50.00000 150.00
TERMINAL END - SINGLE RAIL - GALVANIZED | | |
STEEL | | |
0600 606.35 8.000 EA | 35.00000 280.00| 50.00000 400.00| 40.00000 320.00
GUARDRAIL DELINEATOR POST | | |
0610 606.363 75.000 M | 4.95000 371.25| 32.80000 2460.00| 5.00000 375.00
GUARDRAIL REMOVE AND DISPOSE | | |
0620 606.76 1.000 EA | 1600.00000 1600.00| 2500.00000 2500.00| 1800.00000 1800.00
MODIFIED ECCENTRIC LOADER TERMINAL | | |
0630 607.163 36.000 M | 55.78000 2008.08| 147.50000 5310.00| 61.00000 2196.00
CHAIN LINK FENCE - 1.2 METER P.V.C. | | |
COATED | | |
0640 607.35 6.000 EA | 180.00000 1080.00| 250.00000 1500.00| 200.00000 1200.00
BRACING ASSEMBLY CHAIN LINK FENCE PVC | | |
COATED COATED | | |
0650 608.08 1780.000 M2 | 42.00000 74760.00| 59.00000 105020.00| 75.00000 133500.00
REINFORCED CONCRETE SIDEWALK | | |
0660 609.11 2050.000 M | 75.00000 153750.00| 85.00000 174250.00| 69.00000 141450.00
VERTICAL CURB TYPE 1 | | |
0670 609.12 151.000 M | 100.00000 15100.00| 104.90000 15839.90| 98.00000 14798.00
VERTICAL CURB TYPE 1 - CIRCULAR | | |
0680 609.234 74.000 EA | 135.00000 9990.00| 150.00000 11100.00| 100.00000 7400.00
TERMINAL CURB TYPE 1 - 1.2 METER | | |
0690 609.237 67.000 EA | 225.00000 15075.00| 190.00000 12730.00| 150.00000 10050.00
TERMINAL CURB TYPE 1 - 2.1 METER | | |
0700 609.311 11.000 M | 20.00000 220.00| 196.36000 2159.96| 110.00000 1210.00
SPECIAL CURB- CAPE COD DESIGN | | |
0710 609.34 17.000 M | 94.00000 1598.00| 85.65000 1456.05| 63.00000 1071.00
CURB TYPE 5 | | |
0720 609.35 6.000 M | 300.00000 1800.00| 120.00000 720.00| 200.00000 1200.00
CURB TYPE 5 - CIRCULAR | | |
0730 610.08 130.000 M3 | 115.00000 14950.00| 65.50000 8515.00| 65.00000 8450.00
PLAIN RIPRAP | | |
0740 610.09 2.000 M3 | 375.00000 750.00| 137.50000 275.00| 200.00000 400.00
HAND LAID RIPRAP | | |
0750 610.18 70.000 M3 | 115.00000 8050.00| 58.85000 4119.50| 85.00000 5950.00
STONE DITCH PROTECTION | | |
0760 613.319 130.000 M2 | 6.50000 845.00| 21.55000 2801.50| 1.50000 195.00
EROSION CONTROL BLANKET | | |
LETTING DATE : 01/16/02 MAINE DEPARTMENT OF TRANSPORTATION DATE : 07/10/02
PAGE : 14
LOCATION : LIMERICK TABULATION OF BIDS
CONTRACT ID : 004217.10
=========
====================================================================================================================================
|( 4 ) 000079 |( 5 ) 000648 |( 6 ) 000116
|R J GRONDIN & SONS, INC. |DEARBORN BROS. CONSTR. INC. |SHAW BROTHERS CONSTRUCTION, INC
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0770 615.07 935.000 M3 | 50.00000 46750.00| 26.20000 24497.00| 46.00000 43010.00
LOAM | | |
0780 617.381 50.000 M3 | 45.00000 2250.00| 65.50000 3275.00| 33.00000 1650.00
EROSION CONTROL MIX | | |
0790 618.1301 75.000 UN | 21.00000 1575.00| 70.00000 5250.00| 30.00000 2250.00
SEEDING METHOD NUMBER 1 - PLAN QUANTITY | | |
0800 618.1411 12.000 UN | 25.00000 300.00| 50.00000 600.00| 30.00000 360.00
SEEDING METHOD NUMBER 3 - PLAN QUANTITY | | |
0810 618.25 5.000 M3 | 65.00000 325.00| 10.00000 50.00| 21.00000 105.00
APPLIED WATER | | |
0820 619.1201 95.000 UN | 7.35000 698.25| 50.00000 4750.00| 11.00000 1045.00
MULCH - PLAN QUANTITY | | |
0830 620.58 270.000 M2 | 4.75000 1282.50| 11.00000 2970.00| 4.00000 1080.00
EROSION CONTROL GEOTEXTILE | | |
0840 621.203 15.000 EA | 368.50000 5527.50| 600.00000 9000.00| 460.00000 6900.00
MEDIUM DECIDUOUS TREE (50 MM - 65 MM | | |
CALIPER) GROUP C | | |
0850 621.273 18.000 EA | 309.00000 5562.00| 600.00000 10800.00| 460.00000 8280.00
LARGE DECIDUOUS TREE (50 MM - 65 MM | | |
CALIPER) GROUP A | | |
0860 621.511 12.000 EA | 40.25000 483.00| 60.00000 720.00| 44.00000 528.00
HYBRID RHODODENDRON (450 MM - 600 MM) | | |
0870 621.547 60.000 EA | 50.00000 3000.00| 50.00000 3000.00| 44.00000 2640.00
DECIDUOUS SHRUBS (600 MM - 900 MM) | | |
GROUP B | | |
0880 621.65 6.000 EA | 27.25000 163.50| 65.00000 390.00| 33.00000 198.00
VINES (300 MM - 375 MM) GROUP A | | |
0890 621.80 LUMP| 3000.00000 3000.00| 2500.00000 2500.00| 1200.00000 1200.00
ESTABLISHMENT PERIOD | | |
0900 627.71 3400.000 M | 0.35000 1190.00| 1.08000 3672.00| 0.38000 1292.00
100 MM WHITE PAVEMENT MARKING LINE | | |
0910 627.73 3400.000 M | 0.35000 1190.00| 1.08000 3672.00| 0.38000 1292.00
100 MM YELLOW PAVEMENT MARKING LINE | | |
0920 627.75 70.000 M2 | 17.25000 1207.50| 86.05000 6023.50| 19.00000 1330.00
WHITE OR YELLOW PAVEMENT AND CURB | | |
MARKING | | |
0930 627.78 7000.000 M | 0.45000 3150.00| 1.08000 7560.00| 0.60000 4200.00
TEMPORARY 100 MM PAINTED PAVEMENT | | |
MARKING LINE, WHITE OR YELLOW | | |
0940 629.05 40.000 MH | 40.00000 1600.00| 32.00000 1280.00| 28.00000 1120.00
HAND LABOR, STRAIGHT TIME | | |
LETTING DATE : 01/16/02 MAINE DEPARTMENT OF TRANSPORTATION DATE : 07/10/02
PAGE : 15
LOCATION : LIMERICK TABULATION OF BIDS
CONTRACT ID : 004217.10
=========
====================================================================================================================================
|( 4 ) 000079 |( 5 ) 000648 |( 6 ) 000116
|R J GRONDIN & SONS, INC. |DEARBORN BROS. CONSTR. INC. |SHAW BROTHERS CONSTRUCTION, INC
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0950 631.10 20.000 HR | 10.00000 200.00| 75.00000 1500.00| 38.00000 760.00
AIR COMPRESSOR (INCLUDING OPERATOR) | | |
0960 631.11 20.000 HR | 23.00000 460.00| 50.00000 1000.00| 32.00000 640.00
AIR TOOL (INCLUDING OPERATOR) | | |
0970 631.12 40.000 HR | 95.00000 3800.00| 125.00000 5000.00| 130.00000 5200.00
ALL PURPOSE EXCAVATOR (INCLUDING | | |
OPERATOR) | | |
0980 631.13 10.000 HR | 45.00000 450.00| 80.00000 800.00| 80.00000 800.00
BULLDOZER (INCLUDING OPERATOR) | | |
0990 631.172 20.000 HR | 38.00000 760.00| 45.00000 900.00| 57.00000 1140.00
TRUCK - LARGE (INCLUDING OPERATOR) | | |
1000 631.18 15.000 HR | 37.00000 555.00| 45.00000 675.00| 28.00000 420.00
CHAIN SAW RENTAL (INCLUDING OPERATOR) | | |
1010 631.20 10.000 HR | 215.00000 2150.00| 100.00000 1000.00| 150.00000 1500.00
STUMP CHIPPER (INCLUDING OPERATOR) | | |
1020 631.22 10.000 HR | 45.00000 450.00| 80.00000 800.00| 75.00000 750.00
FRONT END LOADER (INCLUDING OPERATOR) | | |
1030 631.32 10.000 HR | 275.00000 2750.00| 100.00000 1000.00| 200.00000 2000.00
CULVERT CLEANER (INCLUDING OPERATOR) | | |
1040 636.60 25.000 M2 | 625.00000 15625.00| 190.00000 4750.00| 350.00000 8750.00
MSE SEGMENTAL RETAINING WALL | | |
1050 637.071 LUMP| 1500.00000 1500.00| 20000.00000 20000.00| 100.00000 100.00
DUST CONTROL | | |
1060 639.18 1.000 EA | 2750.00000 2750.00| 8000.00000 8000.00| 8000.00000 8000.00
FIELD OFFICE TYPE A | | |
1070 642.15 1.000 EA | 1875.00000 1875.00| 500.00000 500.00| 1800.00000 1800.00
PRECAST CONCRETE STEPS | | |
1080 643.72 LUMP| 18500.00000 18500.00| 31000.00000 31000.00| 28000.00000 28000.00
TEMPORARY TRAFFIC SIGNAL | | |
1090 652.31 75.000 EA | 40.00000 3000.00| 50.00000 3750.00| 80.00000 6000.00
TYPE I BARRICADE | | |
1100 652.311 10.000 EA | 50.00000 500.00| 50.00000 500.00| 120.00000 1200.00
TYPE II BARRICADE | | |
1110 652.33 50.000 EA | 50.00000 2500.00| 50.00000 2500.00| 70.00000 3500.00
DRUM | | |
1120 652.34 50.000 EA | 30.00000 1500.00| 30.00000 1500.00| 30.00000 1500.00
CONE | | |
1130 652.35 90.000 M2 | 75.00000 6750.00| 86.04000 7743.60| 150.00000 13500.00
CONSTRUCTION SIGNS | | |
1140 652.361 140.000 LS | 25000.00000 25000.00| 15000.00000 15000.00| 20000.00000 20000.00
MAINTENANCE OF TRAFFIC CONTROL DEVICES | | |
LETTING DATE : 01/16/02 MAINE DEPARTMENT OF TRANSPORTATION DATE : 07/10/02
PAGE : 16
LOCATION : LIMERICK TABULATION OF BIDS
CONTRACT ID : 004217.10
=========
====================================================================================================================================
|( 4 ) 000079 |( 5 ) 000648 |( 6 ) 000116
|R J GRONDIN & SONS, INC. |DEARBORN BROS. CONSTR. INC. |SHAW BROTHERS CONSTRUCTION, INC
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
1150 652.37 2.000 GP | 1800.00000 3600.00| 4500.00000 9000.00| 1500.00000 3000.00
WARNING LIGHTS | | |
1160 652.38 4000.000 MH | 22.50000 90000.00| 17.50000 70000.00| 18.00000 72000.00
FLAGGER | | |
1170 656.75 LUMP| 1500.00000 1500.00| 35000.00000 35000.00| 25000.00000 25000.00
TEMPORARY SOIL EROSION AND WATER | | |
POLLUTION CONTROL | | |
1180 658.20 21.000 M2 | 24.50000 514.50| 81.00000 1701.00| 27.00000 567.00
ACRYLIC LATEX COLOR FINISH, GREEN | | |
1190 659.10 LUMP| 243000.00000 243000.00| 170000.00000 170000.00| 250000.00000 250000.00
MOBILIZATION | | |
1200 660.21 2000.000 MH | 1.00000 2000.00| 3.00000 6000.00| 5.00000 10000.00
ON-THE-JOB TRAINING (BID) | | |
SECTION TOTALS | $ 2,432,962.33| $ 2,442,433.06| $ 2,526,288.50
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0002 SEWER ITEMS
| | |
1210 206.07 50.000 M3 | 175.00000 8750.00| 163.50000 8175.00| 163.00000 8150.00
STRUCTURAL ROCK EXCAVATION - DRAINAGE | | |
AND MINOR STRUCTURES | | |
1220 304.10 50.000 M3 | 10.25000 512.50| 20.80000 1040.00| 21.00000 1050.00
AGGREGATE SUBBASE COURSE - GRAVEL | | |
1230 403.207 12.000 MG | 135.00000 1620.00| 110.00000 1320.00| 132.00000 1584.00
HOT MIX ASPHALT 19.0 MM NOMINAL MAX SIZ | | |
1240 403.208 6.000 MG | 135.00000 810.00| 110.00000 660.00| 132.00000 792.00
HOT MIX ASPHALT 12.5 MM NOMINAL MAX SIZ | | |
1250 604.166 2.000 EA | 525.00000 1050.00| 1000.00000 2000.00| 1200.00000 2400.00
REBUILDING MANHOLE | | |
1260 604.18 17.000 EA | 225.00000 3825.00| 500.00000 8500.00| 325.00000 5525.00
ADJUSTING MANHOLE OR CATCH BASIN TO | | |
GRADE | | |
1270 801.16 118.000 M | 120.00000 14160.00| 148.00000 17464.00| 115.00000 13570.00
150 MM PVC SANITARY SEWER | | |
1280 801.17 516.000 M | 138.00000 71208.00| 165.00000 85140.00| 135.00000 69660.00
200 MM PVC SANITARY SEWER (SDR-35) | | |
1290 803.16 9.000 EA | 1825.00000 16425.00| 3750.00000 33750.00| 2900.00000 26100.00
1.2 M DIAMETER PRECAST SEWER MANHOLE | | |
1300 827.33 10.000 M | 19.00000 190.00| 32.40000 324.00| 20.00000 200.00
TRENCH INSULATION | | |
SECTION TOTALS | $ 118,550.50| $ 158,373.00| $ 129,031.00
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0003 WATER ITEMS
| | |
LETTING DATE : 01/16/02 MAINE DEPARTMENT OF TRANSPORTATION DATE : 07/10/02
PAGE : 17
LOCATION : LIMERICK TABULATION OF BIDS
CONTRACT ID : 004217.10
=========
====================================================================================================================================
|( 4 ) 000079 |( 5 ) 000648 |( 6 ) 000116
|R J GRONDIN & SONS, INC. |DEARBORN BROS. CONSTR. INC. |SHAW BROTHERS CONSTRUCTION, INC
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
1310 206.07 50.000 M3 | 170.00000 8500.00| 163.50000 8175.00| 163.00000 8150.00
STRUCTURAL ROCK EXCAVATION - DRAINAGE | | |
AND MINOR STRUCTURES | | |
1320 822.33 10.000 M | 100.00000 1000.00| 138.60000 1386.00| 150.00000 1500.00
150 MM CLASS 52 DI PIPE | | |
1330 822.34 65.000 M | 105.00000 6825.00| 158.00000 10270.00| 131.00000 8515.00
200 MM CLASS 52 DI PIPE | | |
1340 822.36 532.000 M | 235.00000 125020.00| 164.00000 87248.00| 142.70000 75916.40
300 MM CLASS 52 DI PIPE | | |
1350 822.361 12.000 M | 425.00000 5100.00| 500.00000 6000.00| 650.00000 7800.00
300 MM INSULATED CLASS 52 DUCTILE IRON | | |
PIPE | | |
1360 822.364 50.000 M | 700.00000 35000.00| 660.00000 33000.00| 738.00000 36900.00
300 MM CL.55 DI RIVER CROSSING PIPE | | |
1370 823.311 6.000 EA | 1350.00000 8100.00| 1200.00000 7200.00| 1200.00000 7200.00
300MM GATE VALVE WITH BOX | | |
1380 823.3251 8.000 EA | 925.00000 7400.00| 950.00000 7600.00| 750.00000 6000.00
200MM GATE VALVE WITH BOX | | |
1390 824.30 4.000 EA | 1850.00000 7400.00| 3000.00000 12000.00| 3000.00000 12000.00
FIRE HYDRANTS | | |
1400 825.311 16.000 EA | 130.00000 2080.00| 250.00000 4000.00| 125.00000 2000.00
19 MM CORPORATION | | |
1410 825.312 16.000 EA | 130.00000 2080.00| 250.00000 4000.00| 125.00000 2000.00
19 MM CURB STOP | | |
1420 825.41 115.000 M | 90.00000 10350.00| 164.00000 18860.00| 85.00000 9775.00
19 MM COPPER SERVICE | | |
1430 827.33 40.000 M | 17.00000 680.00| 32.40000 1296.00| 20.00000 800.00
TRENCH INSULATION | | |
SECTION TOTALS | $ 219,535.00| $ 201,035.00| $ 178,556.40
------------------------------------------+----------------------------+----------------------------+-------------------------------
CONTRACT TOTALS | $ 2,771,047.83| $ 2,801,841.06| $ 2,833,875.90
====================================================================================================================================
LETTING DATE : 01/16/02 MAINE DEPARTMENT OF TRANSPORTATION DATE : 07/10/02
PAGE : 18
LOCATION : LIMERICK TABULATION OF BIDS
CONTRACT ID : 004217.10
=========
====================================================================================================================================
|( 7 ) 000164 |( 8 ) 000416 |( )
|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
| | |
0020 201.24 30.000 EA | 200.00000 6000.00| 50.00000 1500.00|
REMOVING STUMP | | |
0030 202.10 160.000 LS | 50000.00000 50000.00| 66938.00000 66938.00|
REMOVING EXISTING SUPERSTRUCTURE | | |
(PROPERTY OF CONTRACTOR) | | |
0040 202.12 32.000 M3 | 900.00000 28800.00| 270.00000 8640.00|
REMOVING EXISTING STRUCTURAL CONCRETE | | |
0050 202.15 8.000 EA | 350.00000 2800.00| 1380.00000 11040.00|
REMOVING MANHOLE OR CATCH BASIN | | |
0060 202.203 155.000 M2 | 15.00000 2325.00| 13.00000 2015.00|
PAVEMENT BUTT JOINTS | | |
0070 203.20 13500.000 M3 | 8.00000 108000.00| 12.00000 162000.00|
COMMON EXCAVATION | | |
0080 203.21 50.000 M3 | 125.00000 6250.00| 153.00000 7650.00|
ROCK EXCAVATION | | |
0090 203.25 80.000 M3 | 30.00000 2400.00| 15.00000 1200.00|
GRANULAR BORROW | | |
0100 206.061 5.000 M3 | 100.00000 500.00| 45.00000 225.00|
STRUCTURAL EARTH EXCAVATION - DRAINAGE | | |
AND MINOR STRUCTURES, BELOW GRADE | | |
0110 206.07 460.000 M3 | 200.00000 92000.00| 108.00000 49680.00|
STRUCTURAL ROCK EXCAVATION - DRAINAGE | | |
AND MINOR STRUCTURES | | |
0120 206.082 160.000 M3 | 25.00000 4000.00| 20.00000 3200.00|
STRUCTURAL EARTH EXCAVATION - MAJOR | | |
STRUCTURES | | |
0130 304.10 10200.000 M3 | 17.00000 173400.00| 28.00000 285600.00|
AGGREGATE SUBBASE COURSE - GRAVEL | | |
0140 403.207 4500.000 MG | 43.50000 195750.00| 42.00000 189000.00|
HOT MIX ASPHALT 19.0 MM NOMINAL MAX SIZ | | |
0150 403.208 1775.000 MG | 43.50000 77212.50| 45.00000 79875.00|
HOT MIX ASPHALT 12.5 MM NOMINAL MAX SIZ | | |
0160 403.209 320.000 MG | 90.00000 28800.00| 120.00000 38400.00|
HOT MIX ASPHALT 9.5 MM(SIDEWALKS,DRIVES | | |
INCIDENTAL ) | | |
0170 403.211 30.000 MG | 43.50000 1305.00| 100.00000 3000.00|
HOT MIX ASPHALT (SHIM) | | |
0180 409.15 1270.000 L | 1.00000 1270.00| 1.00000 1270.00|
BITUMINOUS TACK COAT APPLIED | | |
LETTING DATE : 01/16/02 MAINE DEPARTMENT OF TRANSPORTATION DATE : 07/10/02
PAGE : 19
LOCATION : LIMERICK TABULATION OF BIDS
CONTRACT ID : 004217.10
=========
====================================================================================================================================
|( 7 ) 000164 |( 8 ) 000416 |( )
|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
------------------------------------------+----------------------------+----------------------------+-------------------------------
0190 502.21 210.000 M3 | 400.00000 84000.00| 285.00000 59850.00|
STRUCTURAL CONCRETE, ABUTMENTS AND | | |
RETAINING WALLS | | |
0200 502.25 40.200 LS | 25000.00000 25000.00| 19000.00000 19000.00|
STRUCTURAL CONCRETE SUPERSTRUCTURE SLAB | | |
0210 502.261 40.000 LS | 50000.00000 50000.00| 76400.00000 76400.00|
SRRUCTURAL CONCRETE ROADWAY & SIDEWALK | | |
SLAB ON CONCRETE BRIDGES | | |
0220 502.461 11.000 M3 | 420.00000 4620.00| 260.00000 2860.00|
STRUCTURAL CONCRETE, REPLACE CONCRETE | | |
SLAB | | |
0230 502.62 5.000 M2 | 700.00000 3500.00| 1225.00000 6125.00|
SUBSTRUCTURE REPAIR | | |
0240 503.12 9650.000 KG | 1.00000 9650.00| 0.82000 7913.00|
REINFORCING STEEL, FABRICATED AND | | |
DELIVERED | | |
0250 503.13 9650.000 KG | 1.50000 14475.00| 0.38000 3667.00|
REINFORCING STEEL, PLACING | | |
0260 508.13 200.000 LS | 4000.00000 4000.00| 3000.00000 3000.00|
MEMBRANE WATERPROOFING | | |
0270 512.081 15.000 LS | 2500.00000 2500.00| 2000.00000 2000.00|
FRENCH DRAINS | | |
0280 514.06 1.000 EA | 750.00000 750.00| 1900.00000 1900.00|
CURING BOX FOR CONCRETE CYLINDERS | | |
0290 523.08 16.000 EA | 500.00000 8000.00| 285.00000 4560.00|
ELASTOMERIC BRIDGE BEARING - LAMINATED | | |
0300 525.25 LUMP| 15000.00000 15000.00| 18000.00000 18000.00|
REPOINTING GRANITE MASONRY | | |
0310 525.325 70.000 M2 | 850.00000 59500.00| 350.00000 24500.00|
DRY-LAID STONE RETAINING WALL | | |
0320 526.301 35.000 LS | 12000.00000 12000.00| 4500.00000 4500.00|
TEMPORARY CONCRETE BARRIER TYPE I | | |
0330 526.323 25.700 LS | 12000.00000 12000.00| 13000.00000 13000.00|
TEXAS CLASSIC RAIL | | |
0340 535.62 20.000 LS | 40000.00000 40000.00| 112400.00000 112400.00|
PRESTRESSED STRUCTURAL CONCRETE BOX BEA | | |
0350 603.159 225.000 M | 190.00000 42750.00| 235.00000 52875.00|
300 MM CULVERT PIPE OPTION III | | |
0360 603.169 26.000 M | 195.00000 5070.00| 163.00000 4238.00|
375 MM CULVERT PIPE OPTION III | | |
0370 603.179 99.000 M | 225.00000 22275.00| 150.00000 14850.00|
450 MM CULVERT PIPE OPTION III | | |
LETTING DATE : 01/16/02 MAINE DEPARTMENT OF TRANSPORTATION DATE : 07/10/02
PAGE : 20
LOCATION : LIMERICK TABULATION OF BIDS
CONTRACT ID : 004217.10
=========
====================================================================================================================================
|( 7 ) 000164 |( 8 ) 000416 |( )
|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
------------------------------------------+----------------------------+----------------------------+-------------------------------
0380 603.189 8.000 M | 250.00000 2000.00| 290.00000 2320.00|
525 MM CULVERT PIPE OPTION III | | |
0390 603.199 180.000 M | 275.00000 49500.00| 173.00000 31140.00|
600 MM CULVERT PIPE OPTION III | | |
0400 603.42 47.000 M | 350.00000 16450.00| 395.00000 18565.00|
750 MM REINFORCED CONCRETE PIPE CLASS I | | |
0410 604.072 41.000 EA | 2500.00000 102500.00| 2830.00000 116030.00|
CATCH BASIN TYPE A1-C | | |
0420 604.077 6.000 EA | 3500.00000 21000.00| 4625.00000 27750.00|
1800MM CATCH BASIN TYPE A1-C | | |
0430 604.153 1.000 EA | 3200.00000 3200.00| 4500.00000 4500.00|
1500 MM MANHOLE | | |
0440 604.1551 2.000 EA | 18000.00000 36000.00| 14000.00000 28000.00|
SEDIMENT TANK UNIT | | |
0450 604.16 1.000 EA | 500.00000 500.00| 3742.00000 3742.00|
ALTERING CATCH BASIN TO MANHOLES | | |
0460 604.18 1.000 EA | 300.00000 300.00| 655.00000 655.00|
ADJUSTING MANHOLE OR CATCH BASIN TO | | |
GRADE | | |
0470 604.247 2.000 EA | 1300.00000 2600.00| 2070.00000 4140.00|
CATCH BASIN TYPE F5-C | | |
0480 604.252 6.000 EA | 2500.00000 15000.00| 2752.00000 16512.00|
CATCH BASIN TYPE A5-C | | |
0490 604.262 2.000 EA | 2200.00000 4400.00| 3300.00000 6600.00|
CATCH BASIN TYPE B5-C | | |
0500 605.09 1400.000 M | 90.00000 126000.00| 125.00000 175000.00|
150 MM UNDERDRAIN TYPE B | | |
0510 605.10 15.000 M | 90.00000 1350.00| 103.00000 1545.00|
150 MM UNDERDRAIN OUTLET | | |
0520 605.11 610.000 M | 100.00000 61000.00| 140.00000 85400.00|
300 MM UNDERDRAIN TYPE C | | |
0530 605.12 335.000 M | 125.00000 41875.00| 117.00000 39195.00|
375 MM UNDERDRAIN TYPE C | | |
0540 605.13 120.000 M | 135.00000 16200.00| 123.00000 14760.00|
450 MM UNDERDRAIN TYPE C | | |
0550 605.15 20.000 M | 225.00000 4500.00| 217.00000 4340.00|
600 MM UNDERDRAIN TYPE C | | |
0560 606.17 60.000 M | 43.00000 2580.00| 42.65000 2559.00|
GUARDRAIL TYPE 3B - SINGLE RAIL | | |
0570 606.1721 4.000 EA | 1200.00000 4800.00| 1425.00000 5700.00|
BRIDGE TRANSITION - TYPE 1 | | |
LETTING DATE : 01/16/02 MAINE DEPARTMENT OF TRANSPORTATION DATE : 07/10/02
PAGE : 21
LOCATION : LIMERICK TABULATION OF BIDS
CONTRACT ID : 004217.10
=========
====================================================================================================================================
|( 7 ) 000164 |( 8 ) 000416 |( )
|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
------------------------------------------+----------------------------+----------------------------+-------------------------------
0580 606.22 30.000 M | 48.00000 1440.00| 47.50000 1425.00|
GUARDRAIL TYPE 3B - OVER 4.5 M RADIUS | | |
0590 606.265 3.000 EA | 45.00000 135.00| 45.00000 135.00|
TERMINAL END - SINGLE RAIL - GALVANIZED | | |
STEEL | | |
0600 606.35 8.000 EA | 35.00000 280.00| 35.00000 280.00|
GUARDRAIL DELINEATOR POST | | |
0610 606.363 75.000 M | 5.00000 375.00| 5.00000 375.00|
GUARDRAIL REMOVE AND DISPOSE | | |
0620 606.76 1.000 EA | 1600.00000 1600.00| 1600.00000 1600.00|
MODIFIED ECCENTRIC LOADER TERMINAL | | |
0630 607.163 36.000 M | 56.00000 2016.00| 56.00000 2016.00|
CHAIN LINK FENCE - 1.2 METER P.V.C. | | |
COATED | | |
0640 607.35 6.000 EA | 180.00000 1080.00| 180.00000 1080.00|
BRACING ASSEMBLY CHAIN LINK FENCE PVC | | |
COATED COATED | | |
0650 608.08 1780.000 M2 | 55.00000 97900.00| 49.00000 87220.00|
REINFORCED CONCRETE SIDEWALK | | |
0660 609.11 2050.000 M | 70.00000 143500.00| 53.00000 108650.00|
VERTICAL CURB TYPE 1 | | |
0670 609.12 151.000 M | 100.00000 15100.00| 83.00000 12533.00|
VERTICAL CURB TYPE 1 - CIRCULAR | | |
0680 609.234 74.000 EA | 110.00000 8140.00| 144.00000 10656.00|
TERMINAL CURB TYPE 1 - 1.2 METER | | |
0690 609.237 67.000 EA | 175.00000 11725.00| 225.00000 15075.00|
TERMINAL CURB TYPE 1 - 2.1 METER | | |
0700 609.311 11.000 M | 20.00000 220.00| 100.00000 1100.00|
SPECIAL CURB- CAPE COD DESIGN | | |
0710 609.34 17.000 M | 75.00000 1275.00| 83.82000 1424.94|
CURB TYPE 5 | | |
0720 609.35 6.000 M | 200.00000 1200.00| 223.00000 1338.00|
CURB TYPE 5 - CIRCULAR | | |
0730 610.08 130.000 M3 | 80.00000 10400.00| 34.00000 4420.00|
PLAIN RIPRAP | | |
0740 610.09 2.000 M3 | 500.00000 1000.00| 220.00000 440.00|
HAND LAID RIPRAP | | |
0750 610.18 70.000 M3 | 85.00000 5950.00| 41.00000 2870.00|
STONE DITCH PROTECTION | | |
0760 613.319 130.000 M2 | 4.00000 520.00| 2.00000 260.00|
EROSION CONTROL BLANKET | | |
LETTING DATE : 01/16/02 MAINE DEPARTMENT OF TRANSPORTATION DATE : 07/10/02
PAGE : 22
LOCATION : LIMERICK TABULATION OF BIDS
CONTRACT ID : 004217.10
=========
====================================================================================================================================
|( 7 ) 000164 |( 8 ) 000416 |( )
|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
------------------------------------------+----------------------------+----------------------------+-------------------------------
0770 615.07 935.000 M3 | 45.00000 42075.00| 41.00000 38335.00|
LOAM | | |
0780 617.381 50.000 M3 | 60.00000 3000.00| 40.00000 2000.00|
EROSION CONTROL MIX | | |
0790 618.1301 75.000 UN | 21.00000 1575.00| 55.00000 4125.00|
SEEDING METHOD NUMBER 1 - PLAN QUANTITY | | |
0800 618.1411 12.000 UN | 25.00000 300.00| 75.00000 900.00|
SEEDING METHOD NUMBER 3 - PLAN QUANTITY | | |
0810 618.25 5.000 M3 | 200.00000 1000.00| 500.00000 2500.00|
APPLIED WATER | | |
0820 619.1201 95.000 UN | 7.50000 712.50| 45.00000 4275.00|
MULCH - PLAN QUANTITY | | |
0830 620.58 270.000 M2 | 3.00000 810.00| 5.00000 1350.00|
EROSION CONTROL GEOTEXTILE | | |
0840 621.203 15.000 EA | 425.00000 6375.00| 425.00000 6375.00|
MEDIUM DECIDUOUS TREE (50 MM - 65 MM | | |
CALIPER) GROUP C | | |
0850 621.273 18.000 EA | 425.00000 7650.00| 425.00000 7650.00|
LARGE DECIDUOUS TREE (50 MM - 65 MM | | |
CALIPER) GROUP A | | |
0860 621.511 12.000 EA | 45.00000 540.00| 40.00000 480.00|
HYBRID RHODODENDRON (450 MM - 600 MM) | | |
0870 621.547 60.000 EA | 50.00000 3000.00| 40.00000 2400.00|
DECIDUOUS SHRUBS (600 MM - 900 MM) | | |
GROUP B | | |
0880 621.65 6.000 EA | 30.00000 180.00| 30.00000 180.00|
VINES (300 MM - 375 MM) GROUP A | | |
0890 621.80 LUMP| 3000.00000 3000.00| 1000.00000 1000.00|
ESTABLISHMENT PERIOD | | |
0900 627.71 3400.000 M | 0.35000 1190.00| 0.35000 1190.00|
100 MM WHITE PAVEMENT MARKING LINE | | |
0910 627.73 3400.000 M | 0.35000 1190.00| 0.35000 1190.00|
100 MM YELLOW PAVEMENT MARKING LINE | | |
0920 627.75 70.000 M2 | 17.25000 1207.50| 17.00000 1190.00|
WHITE OR YELLOW PAVEMENT AND CURB | | |
MARKING | | |
0930 627.78 7000.000 M | 0.45000 3150.00| 0.45000 3150.00|
TEMPORARY 100 MM PAINTED PAVEMENT | | |
MARKING LINE, WHITE OR YELLOW | | |
0940 629.05 40.000 MH | 25.00000 1000.00| 27.00000 1080.00|
HAND LABOR, STRAIGHT TIME | | |
LETTING DATE : 01/16/02 MAINE DEPARTMENT OF TRANSPORTATION DATE : 07/10/02
PAGE : 23
LOCATION : LIMERICK TABULATION OF BIDS
CONTRACT ID : 004217.10
=========
====================================================================================================================================
|( 7 ) 000164 |( 8 ) 000416 |( )
|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
------------------------------------------+----------------------------+----------------------------+-------------------------------
0950 631.10 20.000 HR | 35.00000 700.00| 30.00000 600.00|
AIR COMPRESSOR (INCLUDING OPERATOR) | | |
0960 631.11 20.000 HR | 35.00000 700.00| 35.00000 700.00|
AIR TOOL (INCLUDING OPERATOR) | | |
0970 631.12 40.000 HR | 90.00000 3600.00| 125.00000 5000.00|
ALL PURPOSE EXCAVATOR (INCLUDING | | |
OPERATOR) | | |
0980 631.13 10.000 HR | 75.00000 750.00| 65.00000 650.00|
BULLDOZER (INCLUDING OPERATOR) | | |
0990 631.172 20.000 HR | 45.00000 900.00| 45.00000 900.00|
TRUCK - LARGE (INCLUDING OPERATOR) | | |
1000 631.18 15.000 HR | 35.00000 525.00| 20.00000 300.00|
CHAIN SAW RENTAL (INCLUDING OPERATOR) | | |
1010 631.20 10.000 HR | 125.00000 1250.00| 125.00000 1250.00|
STUMP CHIPPER (INCLUDING OPERATOR) | | |
1020 631.22 10.000 HR | 75.00000 750.00| 85.00000 850.00|
FRONT END LOADER (INCLUDING OPERATOR) | | |
1030 631.32 10.000 HR | 125.00000 1250.00| 110.00000 1100.00|
CULVERT CLEANER (INCLUDING OPERATOR) | | |
1040 636.60 25.000 M2 | 400.00000 10000.00| 405.00000 10125.00|
MSE SEGMENTAL RETAINING WALL | | |
1050 637.071 LUMP| 15000.00000 15000.00| 41300.00000 41300.00|
DUST CONTROL | | |
1060 639.18 1.000 EA | 12000.00000 12000.00| 4100.00000 4100.00|
FIELD OFFICE TYPE A | | |
1070 642.15 1.000 EA | 1500.00000 1500.00| 1500.00000 1500.00|
PRECAST CONCRETE STEPS | | |
1080 643.72 LUMP| 27000.00000 27000.00| 40250.00000 40250.00|
TEMPORARY TRAFFIC SIGNAL | | |
1090 652.31 75.000 EA | 50.00000 3750.00| 95.00000 7125.00|
TYPE I BARRICADE | | |
1100 652.311 10.000 EA | 60.00000 600.00| 69.00000 690.00|
TYPE II BARRICADE | | |
1110 652.33 50.000 EA | 50.00000 2500.00| 56.00000 2800.00|
DRUM | | |
1120 652.34 50.000 EA | 20.00000 1000.00| 20.00000 1000.00|
CONE | | |
1130 652.35 90.000 M2 | 125.00000 11250.00| 105.00000 9450.00|
CONSTRUCTION SIGNS | | |
1140 652.361 140.000 LS | 25000.00000 25000.00| 28300.00000 28300.00|
MAINTENANCE OF TRAFFIC CONTROL DEVICES | | |
LETTING DATE : 01/16/02 MAINE DEPARTMENT OF TRANSPORTATION DATE : 07/10/02
PAGE : 24
LOCATION : LIMERICK TABULATION OF BIDS
CONTRACT ID : 004217.10
=========
====================================================================================================================================
|( 7 ) 000164 |( 8 ) 000416 |( )
|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
------------------------------------------+----------------------------+----------------------------+-------------------------------
1150 652.37 2.000 GP | 2500.00000 5000.00| 2200.00000 4400.00|
WARNING LIGHTS | | |
1160 652.38 4000.000 MH | 15.00000 60000.00| 14.50000 58000.00|
FLAGGER | | |
1170 656.75 LUMP| 25000.00000 25000.00| 27600.00000 27600.00|
TEMPORARY SOIL EROSION AND WATER | | |
POLLUTION CONTROL | | |
1180 658.20 21.000 M2 | 25.00000 525.00| 25.00000 525.00|
ACRYLIC LATEX COLOR FINISH, GREEN | | |
1190 659.10 LUMP| 224000.00000 224000.00| 231000.00000 231000.00|
MOBILIZATION | | |
1200 660.21 2000.000 MH | 1.00000 2000.00| 12.00000 24000.00|
ON-THE-JOB TRAINING (BID) | | |
SECTION TOTALS | $ 2,526,018.50| $ 2,767,106.94| $ 0.00
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0002 SEWER ITEMS
| | |
1210 206.07 50.000 M3 | 300.00000 15000.00| 170.00000 8500.00|
STRUCTURAL ROCK EXCAVATION - DRAINAGE | | |
AND MINOR STRUCTURES | | |
1220 304.10 50.000 M3 | 25.00000 1250.00| 20.00000 1000.00|
AGGREGATE SUBBASE COURSE - GRAVEL | | |
1230 403.207 12.000 MG | 50.00000 600.00| 120.00000 1440.00|
HOT MIX ASPHALT 19.0 MM NOMINAL MAX SIZ | | |
1240 403.208 6.000 MG | 50.00000 300.00| 120.00000 720.00|
HOT MIX ASPHALT 12.5 MM NOMINAL MAX SIZ | | |
1250 604.166 2.000 EA | 1500.00000 3000.00| 2140.00000 4280.00|
REBUILDING MANHOLE | | |
1260 604.18 17.000 EA | 325.00000 5525.00| 386.00000 6562.00|
ADJUSTING MANHOLE OR CATCH BASIN TO | | |
GRADE | | |
1270 801.16 118.000 M | 200.00000 23600.00| 137.00000 16166.00|
150 MM PVC SANITARY SEWER | | |
1280 801.17 516.000 M | 240.00000 123840.00| 148.00000 76368.00|
200 MM PVC SANITARY SEWER (SDR-35) | | |
1290 803.16 9.000 EA | 3500.00000 31500.00| 3265.00000 29385.00|
1.2 M DIAMETER PRECAST SEWER MANHOLE | | |
1300 827.33 10.000 M | 15.00000 150.00| 11.00000 110.00|
TRENCH INSULATION | | |
SECTION TOTALS | $ 204,765.00| $ 144,531.00| $ 0.00
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0003 WATER ITEMS
| | |
LETTING DATE : 01/16/02 MAINE DEPARTMENT OF TRANSPORTATION DATE : 07/10/02
PAGE : 25
LOCATION : LIMERICK TABULATION OF BIDS
CONTRACT ID : 004217.10
=========
====================================================================================================================================
|( 7 ) 000164 |( 8 ) 000416 |( )
|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
------------------------------------------+----------------------------+----------------------------+-------------------------------
1310 206.07 50.000 M3 | 300.00000 15000.00| 170.00000 8500.00|
STRUCTURAL ROCK EXCAVATION - DRAINAGE | | |
AND MINOR STRUCTURES | | |
1320 822.33 10.000 M | 370.00000 3700.00| 483.00000 4830.00|
150 MM CLASS 52 DI PIPE | | |
1330 822.34 65.000 M | 400.00000 26000.00| 442.00000 28730.00|
200 MM CLASS 52 DI PIPE | | |
1340 822.36 532.000 M | 410.00000 218120.00| 323.00000 171836.00|
300 MM CLASS 52 DI PIPE | | |
1350 822.361 12.000 M | 1200.00000 14400.00| 820.00000 9840.00|
300 MM INSULATED CLASS 52 DUCTILE IRON | | |
PIPE | | |
1360 822.364 50.000 M | 1300.00000 65000.00| 560.00000 28000.00|
300 MM CL.55 DI RIVER CROSSING PIPE | | |
1370 823.311 6.000 EA | 2000.00000 12000.00| 1220.00000 7320.00|
300MM GATE VALVE WITH BOX | | |
1380 823.3251 8.000 EA | 1600.00000 12800.00| 750.00000 6000.00|
200MM GATE VALVE WITH BOX | | |
1390 824.30 4.000 EA | 5000.00000 20000.00| 2990.00000 11960.00|
FIRE HYDRANTS | | |
1400 825.311 16.000 EA | 250.00000 4000.00| 140.00000 2240.00|
19 MM CORPORATION | | |
1410 825.312 16.000 EA | 350.00000 5600.00| 159.00000 2544.00|
19 MM CURB STOP | | |
1420 825.41 115.000 M | 80.00000 9200.00| 185.00000 21275.00|
19 MM COPPER SERVICE | | |
1430 827.33 40.000 M | 15.00000 600.00| 5.00000 200.00|
TRENCH INSULATION | | |
SECTION TOTALS | $ 406,420.00| $ 303,275.00| $ 0.00
------------------------------------------+----------------------------+----------------------------+-------------------------------
CONTRACT TOTALS | $ 3,137,203.50| $ 3,214,912.94| $
====================================================================================================================================