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LETTING DATE : 07/17/02 MAINE DEPARTMENT OF TRANSPORTATION DATE : 12/10/02
PAGE : 1
LOCATION : NEWCASTLE TABULATION OF BIDS
CONTRACT ID : 009209.00 COMPLETION DATE : 08/22/03
=========
PROJECT(S): STP-9209(00)X COUNTIE(S) : LINCOLN MAINE STATE DEPARTMENT OF TRANSPORTATION
A TRUE COPY : __________________________
TITLE : __________________________
ATTEST : ____________________________ CONTRACT DESCRIPTION : HIGHWAY IMPROVEMENTS NOTARY PUBLIC
--------------------------------------------------------------------------------------------------------------------------
TOTAL % OVER
RANK VENDOR NO./NAME BID LOW BID
--------------------------------------------------------------------------------------------------------------------------
1 000855 BRIDGECORP $ 1,166,811.20 100.0000%
2 000164 C P M CONSTRUCTORS $ 1,199,708.89 102.8195%
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|( 1 ) 000855 |( 2 ) 000164 |( )
|BRIDGECORP |C P M CONSTRUCTORS |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0001 HIGHWAY ITEMS
| | |
0010 201.11 0.210 HA | 24000.00000 5040.00| 30000.00000 6300.00|
CLEARING | | |
0020 201.23 16.000 EA | 450.00000 7200.00| 800.00000 12800.00|
REMOVING SINGLE TREE TOP ONLY | | |
0030 201.24 21.000 EA | 200.00000 4200.00| 250.00000 5250.00|
REMOVING STUMP | | |
0040 202.15 2.000 EA | 425.00000 850.00| 350.00000 700.00|
REMOVING MANHOLE OR CATCH BASIN | | |
0050 203.20 8050.000 M3 | 13.00000 104650.00| 12.50000 100625.00|
COMMON EXCAVATION | | |
0060 203.21 320.000 M3 | 90.00000 28800.00| 100.00000 32000.00|
ROCK EXCAVATION | | |
0070 203.245 93.000 M3 | 38.00000 3534.00| 25.00000 2325.00|
CLAY BORROW | | |
0080 203.25 50.000 M3 | 26.00000 1300.00| 25.00000 1250.00|
GRANULAR BORROW | | |
0090 206.061 50.000 M3 | 15.00000 750.00| 25.00000 1250.00|
STRUCTURAL EARTH EXCAVATION - DRAINAGE | | |
AND MINOR STRUCTURES, BELOW GRADE | | |
0100 206.07 350.000 M3 | 200.00000 70000.00| 140.00000 49000.00|
STRUCTURAL ROCK EXCAVATION - DRAINAGE | | |
AND MINOR STRUCTURES | | |
0110 304.09 10.000 M3 | 30.00000 300.00| 75.00000 750.00|
AGGREGATE BASE COURSE - CRUSHED | | |
LETTING DATE : 07/17/02 MAINE DEPARTMENT OF TRANSPORTATION DATE : 12/10/02
PAGE : 2
LOCATION : NEWCASTLE TABULATION OF BIDS
CONTRACT ID : 009209.00
=========
====================================================================================================================================
|( 1 ) 000855 |( 2 ) 000164 |( )
|BRIDGECORP |C P M CONSTRUCTORS |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0120 304.10 4600.000 M3 | 26.00000 119600.00| 20.00000 92000.00|
AGGREGATE SUBBASE COURSE - GRAVEL | | |
0130 307.331 1900.000 M2 | 4.00000 7600.00| 4.00000 7600.00|
COLD IN-PLACE RECYCLED PAVEMENT | | |
(UNTREATED) | | |
0140 403.207 1390.000 MG | 42.00000 58380.00| 41.50000 57685.00|
HOT MIX ASPHALT 19.0 MM NOMINAL MAX SIZ | | |
0150 403.208 930.000 MG | 43.50000 40455.00| 41.50000 38595.00|
HOT MIX ASPHALT 12.5 MM, SURFACE | | |
0160 403.209 170.000 MG | 130.00000 22100.00| 110.00000 18700.00|
HOT MIX ASPHALT 9.5 MM(SIDEWALKS,DRIVES | | |
INCIDENTAL ) | | |
0170 403.211 25.000 MG | 45.20000 1130.00| 45.00000 1125.00|
HOT MIX ASPHALT (SHIM) | | |
0180 409.15 650.000 L | 2.50000 1625.00| 2.50000 1625.00|
BITUMINOUS TACK COAT APPLIED | | |
0190 603.159 46.000 M | 165.00000 7590.00| 175.00000 8050.00|
300 MM CULVERT PIPE OPTION III | | |
0200 603.16 32.000 M | 45.00000 1440.00| 130.00000 4160.00|
375 MM CULVERT PIPE OPTION I | | |
0210 603.169 122.000 M | 175.00000 21350.00| 130.00000 15860.00|
375 MM CULVERT PIPE OPTION III | | |
0220 603.179 18.000 M | 225.00000 4050.00| 175.00000 3150.00|
450 MM CULVERT PIPE OPTION III | | |
0230 603.18 31.000 M | 75.00000 2325.00| 175.00000 5425.00|
525 MM CULVERT PIPE OPTION I | | |
0240 603.1851 32.000 M | 225.00000 7200.00| 250.00000 8000.00|
525 MM RCP CLASS IV | | |
0250 603.189 26.000 M | 200.00000 5200.00| 200.00000 5200.00|
525 MM CULVERT PIPE OPTION III | | |
0260 603.199 30.000 M | 210.00000 6300.00| 300.00000 9000.00|
600 MM CULVERT PIPE OPTION III | | |
0270 603.209 23.000 M | 220.00000 5060.00| 450.00000 10350.00|
750 MM CULVERT PIPE OPTION III | | |
0280 603.42 43.000 M | 350.00000 15050.00| 300.00000 12900.00|
762 MM REINFORCED CONCRETE PIPE CLASS I | | |
0290 604.072 18.000 EA | 2600.00000 46800.00| 2600.00000 46800.00|
CATCH BASIN TYPE A1-C | | |
0300 604.076 4.000 EA | 3000.00000 12000.00| 3000.00000 12000.00|
1500 MM CATCH BASIN TYPE A1-C | | |
0310 604.092 4.000 EA | 2200.00000 8800.00| 2400.00000 9600.00|
CATCH BASIN TYPE B1-C | | |
LETTING DATE : 07/17/02 MAINE DEPARTMENT OF TRANSPORTATION DATE : 12/10/02
PAGE : 3
LOCATION : NEWCASTLE TABULATION OF BIDS
CONTRACT ID : 009209.00
=========
====================================================================================================================================
|( 1 ) 000855 |( 2 ) 000164 |( )
|BRIDGECORP |C P M CONSTRUCTORS |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0320 604.15 1.200 EA | 2100.00000 2520.00| 4000.00000 4800.00|
MANHOLE | | |
0330 604.18 12.000 EA | 500.00000 6000.00| 300.00000 3600.00|
ADJUSTING MANHOLE OR CATCH BASIN TO | | |
GRADE | | |
0340 604.245 2.000 EA | 1200.00000 2400.00| 1300.00000 2600.00|
CATCH BASIN TYPE F4-C | | |
0350 604.252 5.000 EA | 2200.00000 11000.00| 2200.00000 11000.00|
CATCH BASIN TYPE A5-C | | |
0360 605.09 375.000 M | 70.00000 26250.00| 90.00000 33750.00|
150 MM UNDERDRAIN TYPE B | | |
0370 605.11 29.000 M | 100.00000 2900.00| 130.00000 3770.00|
300 MM UNDERDRAIN TYPE C | | |
0380 605.12 215.000 M | 105.00000 22575.00| 160.00000 34400.00|
375 MM UNDERDRAIN TYPE C | | |
0390 605.13 64.000 M | 125.00000 8000.00| 175.00000 11200.00|
450 MM UNDERDRAIN TYPE C | | |
0400 605.14 78.000 M | 130.00000 10140.00| 250.00000 19500.00|
525 MM UNDERDRAIN TYPE C | | |
0410 605.50 7.000 EA | 425.00000 2975.00| 500.00000 3500.00|
DRYWELLS | | |
0420 606.35 15.000 EA | 30.00000 450.00| 31.00000 465.00|
GUARDRAIL DELINEATOR POST | | |
0430 606.363 27.000 M | 1.00000 27.00| 25.00000 675.00|
GUARDRAIL REMOVE AND DISPOSE | | |
0440 606.612 195.000 M | 150.00000 29250.00| 280.00000 54600.00|
STEEL BACKED TIMBER GUARDRAIL | | |
0450 606.6131 29.000 M | 120.00000 3480.00| 459.00000 13311.00|
BRIDGE RAIL IMPROVEMENTS | | |
0460 608.10 12.000 M2 | 125.00000 1500.00| 125.00000 1500.00|
BRICK SIDEWALK, REMOVE AND REBUILD | | |
0470 609.11 690.000 M | 70.00000 48300.00| 75.00000 51750.00|
VERTICAL CURB TYPE 1 | | |
0480 609.12 22.000 M | 100.00000 2200.00| 125.00000 2750.00|
VERTICAL CURB TYPE 1 - CIRCULAR | | |
0490 609.234 34.000 EA | 130.00000 4420.00| 115.00000 3910.00|
TERMINAL CURB TYPE 1 - 1.2 METER | | |
0500 609.237 10.000 EA | 350.00000 3500.00| 225.00000 2250.00|
TERMINAL CURB TYPE 1 - 2.1 METER | | |
0510 609.34 230.000 M | 55.00000 12650.00| 75.00000 17250.00|
CURB TYPE 5 | | |
LETTING DATE : 07/17/02 MAINE DEPARTMENT OF TRANSPORTATION DATE : 12/10/02
PAGE : 4
LOCATION : NEWCASTLE TABULATION OF BIDS
CONTRACT ID : 009209.00
=========
====================================================================================================================================
|( 1 ) 000855 |( 2 ) 000164 |( )
|BRIDGECORP |C P M CONSTRUCTORS |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0520 609.35 26.000 M | 200.00000 5200.00| 125.00000 3250.00|
CURB TYPE 5 - CIRCULAR | | |
0530 610.08 85.000 M3 | 110.00000 9350.00| 75.00000 6375.00|
PLAIN RIPRAP | | |
0540 610.09 3.000 M3 | 125.00000 375.00| 800.00000 2400.00|
HAND LAID RIPRAP | | |
0550 610.18 56.000 M3 | 60.00000 3360.00| 75.00000 4200.00|
STONE DITCH PROTECTION | | |
0560 613.319 780.000 M2 | 2.75000 2145.00| 2.50000 1950.00|
EROSION CONTROL BLANKET | | |
0570 615.07 690.000 M3 | 36.00000 24840.00| 50.00000 34500.00|
LOAM | | |
0580 617.381 50.000 M3 | 44.00000 2200.00| 50.00000 2500.00|
EROSION CONTROL MIX | | |
0590 618.1301 44.000 UN | 29.00000 1276.00| 28.00000 1232.00|
SEEDING METHOD NUMBER 1 - PLAN QUANTITY | | |
0600 618.1401 7.000 UN | 24.00000 168.00| 15.00000 105.00|
SEEDING METHOD NUMBER 2 - PLAN QUANTITY | | |
0610 618.1411 19.000 UN | 33.00000 627.00| 25.00000 475.00|
SEEDING METHOD NUMBER 3 - PLAN QUANTITY | | |
0620 619.1201 69.000 UN | 10.00000 690.00| 7.85000 541.65|
MULCH - PLAN QUANTITY | | |
0630 620.58 370.000 M2 | 3.50000 1295.00| 2.50000 925.00|
EROSION CONTROL GEOTEXTILE | | |
0640 621.044 1.000 EA | 150.00000 150.00| 150.00000 150.00|
EVERGREEN TREES (1800 MM - 2400 MM) | | |
GROUP B | | |
0650 621.202 14.000 EA | 375.00000 5250.00| 375.00000 5250.00|
MEDIUM DECIDUOUS TREE (50 MM - 65 MM | | |
CALIPER) GROUP B | | |
0660 621.279 13.000 EA | 450.00000 5850.00| 450.00000 5850.00|
LARGE DECIDUOUS TREE (65 MM - 75 MM | | |
CALIPER) GROUP A | | |
0670 621.402 11.000 EA | 40.00000 440.00| 40.00000 440.00|
DWARF EVERGREENS (600 MM - 750 MM) | | |
GROUP B | | |
0680 621.51 18.000 EA | 35.00000 630.00| 35.00000 630.00|
HYBRID RHODODENDRON (375 MM - 450 MM) | | |
0690 621.546 11.000 EA | 40.00000 440.00| 40.00000 440.00|
DECIDUOUS SHRUBS (600 MM - 900 MM) | | |
GROUP A | | |
LETTING DATE : 07/17/02 MAINE DEPARTMENT OF TRANSPORTATION DATE : 12/10/02
PAGE : 5
LOCATION : NEWCASTLE TABULATION OF BIDS
CONTRACT ID : 009209.00
=========
====================================================================================================================================
|( 1 ) 000855 |( 2 ) 000164 |( )
|BRIDGECORP |C P M CONSTRUCTORS |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0700 621.71 200.000 EA | 12.00000 2400.00| 12.00000 2400.00|
HERBACEOUS PERENNIALS GROUP A | | |
0710 621.80 LUMP| 3000.00000 3000.00| 3000.00000 3000.00|
ESTABLISHMENT PERIOD | | |
0720 627.71 1400.000 M | 0.66000 924.00| 0.66000 924.00|
100 MM WHITE PAVEMENT MARKING LINE | | |
0730 627.73 1400.000 M | 0.82000 1148.00| 0.82000 1148.00|
100 MM YELLOW PAVEMENT MARKING LINE | | |
0740 627.75 41.000 M2 | 16.20000 664.20| 16.14000 661.74|
WHITE OR YELLOW PAVEMENT AND CURB | | |
MARKING | | |
0750 627.78 2800.000 M | 0.66000 1848.00| 0.66000 1848.00|
TEMPORARY 100 MM PAINTED PAVEMENT | | |
MARKING LINE, WHITE OR YELLOW | | |
0760 629.05 20.000 MH | 20.00000 400.00| 25.00000 500.00|
HAND LABOR, STRAIGHT TIME | | |
0770 631.10 10.000 HR | 25.00000 250.00| 35.00000 350.00|
AIR COMPRESSOR (INCLUDING OPERATOR) | | |
0780 631.11 10.000 HR | 25.00000 250.00| 35.00000 350.00|
AIR TOOL (INCLUDING OPERATOR) | | |
0790 631.12 60.000 HR | 110.00000 6600.00| 90.00000 5400.00|
ALL PURPOSE EXCAVATOR (INCLUDING | | |
OPERATOR) | | |
0800 631.13 10.000 HR | 80.00000 800.00| 75.00000 750.00|
BULLDOZER (INCLUDING OPERATOR) | | |
0810 631.172 20.000 HR | 45.00000 900.00| 45.00000 900.00|
TRUCK - LARGE (INCLUDING OPERATOR) | | |
0820 631.18 10.000 HR | 25.00000 250.00| 35.00000 350.00|
CHAIN SAW RENTAL (INCLUDING OPERATOR) | | |
0830 631.20 10.000 HR | 125.00000 1250.00| 125.00000 1250.00|
STUMP CHIPPER (INCLUDING OPERATOR) | | |
0840 631.22 20.000 HR | 80.00000 1600.00| 75.00000 1500.00|
FRONT END LOADER (INCLUDING OPERATOR) | | |
0850 631.32 10.000 HR | 170.00000 1700.00| 150.00000 1500.00|
CULVERT CLEANER (INCLUDING OPERATOR) | | |
0860 631.37 1.000 EA | 150.00000 150.00| 500.00000 500.00|
CLEAN EXISTING CATCH BASINS AND MANHOLE | | |
0870 637.071 LUMP| 4000.00000 4000.00| 14000.00000 14000.00|
DUST CONTROL | | |
0880 639.18 1.000 EA | 12000.00000 12000.00| 10000.00000 10000.00|
FIELD OFFICE TYPE A | | |
LETTING DATE : 07/17/02 MAINE DEPARTMENT OF TRANSPORTATION DATE : 12/10/02
PAGE : 6
LOCATION : NEWCASTLE TABULATION OF BIDS
CONTRACT ID : 009209.00
=========
====================================================================================================================================
|( 1 ) 000855 |( 2 ) 000164 |( )
|BRIDGECORP |C P M CONSTRUCTORS |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0890 642.15 2.000 EA | 500.00000 1000.00| 2000.00000 4000.00|
PRECAST CONCRETE STEPS | | |
0900 645.292 25.000 M2 | 120.00000 3000.00| 230.00000 5750.00|
REGULATORY, WARNING, CONFIRMATION AND | | |
ROUTE MARKER ASSEMBLY SIGNS TYPE II | | |
0910 652.31 75.000 EA | 25.00000 1875.00| 50.00000 3750.00|
TYPE I BARRICADE | | |
0920 652.311 10.000 EA | 30.00000 300.00| 55.00000 550.00|
TYPE II BARRICADE | | |
0930 652.33 50.000 EA | 65.00000 3250.00| 60.00000 3000.00|
DRUM | | |
0940 652.34 50.000 EA | 20.00000 1000.00| 25.00000 1250.00|
CONE | | |
0950 652.35 90.000 M2 | 50.00000 4500.00| 130.00000 11700.00|
CONSTRUCTION SIGNS | | |
0960 652.361 156.000 LS | 8000.00000 8000.00| 10000.00000 10000.00|
MAINTENANCE OF TRAFFIC CONTROL DEVICES | | |
0970 652.38 2000.000 MH | 7.00000 14000.00| 12.00000 24000.00|
FLAGGER | | |
0980 656.75 LUMP| 5000.00000 5000.00| 14000.00000 14000.00|
TEMPORARY SOIL EROSION AND WATER | | |
POLLUTION CONTROL | | |
0990 658.20 25.000 M2 | 24.00000 600.00| 17.70000 442.50|
ACRYLIC LATEX COLOR FINISH, GREEN | | |
1000 659.10 LUMP| 155000.00000 155000.00| 108000.00000 108000.00|
MOBILIZATION | | |
1010 660.21 1000.000 MH | 1.00000 1000.00| 0.01000 10.00|
ON-THE-JOB TRAINING (BID) | | |
1020 661.14 14.000 M | 25.00000 350.00| 20.00000 280.00|
INSULATION | | |
1030 822.400 370.000 M | 90.00000 33300.00| 80.00000 29600.00|
75 MM PVC WATER MAIN | | |
1040 823.3301 1.000 EA | 1200.00000 1200.00| 600.00000 600.00|
75 MM GATE VALVE | | |
1050 825.331 6.000 EA | 600.00000 3600.00| 1000.00000 6000.00|
25 MM CURB STOP | | |
1060 825.45 7.000 EA | 600.00000 4200.00| 225.00000 1575.00|
EXISTING SERVICE CONNECTION | | |
SECTION TOTALS | $ 1,166,811.20| $ 1,199,708.89| $ 0.00
------------------------------------------+----------------------------+----------------------------+-------------------------------
CONTRACT TOTALS | $ 1,166,811.20| $ 1,199,708.89| $
====================================================================================================================================