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LETTING DATE : 07/26/06 MAINE DEPARTMENT OF TRANSPORTATION DATE : 07/26/06
PAGE : 1
COUNTIE(S): YORK TABULATION OF BIDS
CONTRACT ID : 007702.00 COMPLETION DATE : 06/30/07
=========
PROJECT(S): STP-7702(00)X LOCATION(S): YORK, INTERSECTION IMPROVEMENTSMW/NSIGNALE DEPARTMENT OF TRANSPORTATION
A TRUE COPY : __________________________
TITLE : __________________________
ATTEST : ____________________________ CONTRACT DESCRIPTION : YORK, INTERSECTION IMPROVEMENTS W/ SIGNAL. NOTARY PUBLIC
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TOTAL % OVER
RANK VENDOR NO./NAME BID LOW BID
-------------------------------------------------------------------------------------------------------------------------------
1 000164 C P M CONSTRUCTORS $ 1,353,059.00 100.0000%
2 000855 BRIDGECORP $ 1,498,233.94 110.7294%
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|( 1 ) 000164 |( 2 ) 000855 |( )
|C P M CONSTRUCTORS |BRIDGECORP |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
SECTION 0001 HIGHWAY ITEMS
| | |
0010 201.23 1.000 EA | 1100.00000 1100.00| 2364.68000 2364.68|
REMOVING SINGLE TREE TOP ONLY | | |
0020 201.24 1.000 EA | 350.00000 350.00| 630.00000 630.00|
REMOVING STUMP | | |
0030 202.11 38.000 M2 | 75.00000 2850.00| 102.14000 3881.32|
REMOVING PORTLAND CEMENT CONCRETE | | |
PAVEMENT | | |
0040 202.15 1.000 EA | 400.00000 400.00| 675.00000 675.00|
REMOVING MANHOLE OR CATCH BASIN | | |
0050 202.20 245.000 M2 | 8.00000 1960.00| 35.72000 8751.40|
REMOVING BITUMINOUS CONCRETE PAVEMENT | | |
0060 202.202 3550.000 M2 | 5.50000 19525.00| 5.27000 18708.50|
REMOVING PAVEMENT SURFACE | | |
0070 202.203 570.000 M2 | 19.00000 10830.00| 17.53000 9992.10|
PAVEMENT BUTT JOINTS | | |
0080 203.20 6500.000 M3 | 20.00000 130000.00| 14.22000 92430.00|
COMMON EXCAVATION | | |
0090 206.061 50.000 M3 | 30.00000 1500.00| 77.66000 3883.00|
STRUCTURAL EARTH EXCAVATION - DRAINAGE | | |
AND MINOR STRUCTURES, BELOW GRADE | | |
0100 304.10 4200.000 M3 | 42.00000 176400.00| 50.45000 211890.00|
AGGREGATE SUBBASE COURSE - GRAVEL | | |
0110 403.1021 340.000 M2 | 45.00000 15300.00| 56.63000 19254.20|
TEXTURED ASPHALT PAVEMENT | | |
LETTING DATE : 07/26/06 MAINE DEPARTMENT OF TRANSPORTATION DATE : 07/26/06
PAGE : 2
COUNTIE(S): YORK TABULATION OF BIDS
CONTRACT ID : 007702.00
=========
====================================================================================================================================
|( 1 ) 000164 |( 2 ) 000855 |( )
|C P M CONSTRUCTORS |BRIDGECORP |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0120 403.207 980.000 MG | 80.00000 78400.00| 77.10000 75558.00|
HOT MIX ASPHALT 19.0 MM NOMINAL MAX SIZ | | |
0130 403.208 1070.000 MG | 80.00000 85600.00| 74.98000 80228.60|
HOT MIX ASPHALT 12.5 MM, SURFACE | | |
0140 403.209 200.000 MG | 110.00000 22000.00| 114.35000 22870.00|
HOT MIX ASPHALT 9.5 MM (SIDEWALKS, | | |
DRIVES, INCIDENTALS) | | |
0150 403.211 310.000 MG | 90.00000 27900.00| 84.61000 26229.10|
HOT MIX ASPHALT (SHIM) | | |
0160 403.213 860.000 MG | 78.00000 67080.00| 73.89000 63545.40|
HOT MIX ASPHALT 12.5 MM, BASE | | |
0170 409.15 2000.000 L | 3.00000 6000.00| 3.13000 6260.00|
BITUMINOUS TACK COAT APPLIED | | |
0180 429.32 390.000 M2 | 10.00000 3900.00| 14.93000 5822.70|
SELF ADHESIVE ASPHALTIC MEMBRANE | | |
0190 502.461 6.000 M3 | 330.00000 1980.00| 2399.80000 14398.80|
STRUCTURAL CONCRETE, REPLACE CONCRETE | | |
SLAB | | |
0200 602.30 50.000 M3 | 120.00000 6000.00| 297.68000 14884.00|
FLOWABLE CONCRETE FILL | | |
0210 603.1552 25.000 M | 325.00000 8125.00| 413.38000 10334.50|
300 MM RCP CLASS IV | | |
0220 603.159 6.000 M | 280.00000 1680.00| 351.46000 2108.76|
300 MM CULVERT PIPE OPTION III | | |
0230 603.179 5.000 M | 515.00000 2575.00| 395.40000 1977.00|
450 MM CULVERT PIPE OPTION III | | |
0240 604.072 10.000 EA | 3000.00000 30000.00| 3368.48000 33684.80|
CATCH BASIN TYPE A1-C | | |
0250 604.092 2.000 EA | 3000.00000 6000.00| 2957.03000 5914.06|
CATCH BASIN TYPE B1-C | | |
0260 604.15 2.000 EA | 2600.00000 5200.00| 2901.46000 5802.92|
MANHOLE | | |
0270 604.16 3.000 EA | 600.00000 1800.00| 778.25000 2334.75|
ALTERING CATCH BASIN TO MANHOLES | | |
0280 604.171 1.000 EA | 1500.00000 1500.00| 591.17000 591.17|
ALTER MANHOLE | | |
0290 604.18 1.000 EA | 420.00000 420.00| 947.59000 947.59|
ADJUSTING MANHOLE OR CATCH BASIN TO | | |
GRADE | | |
0300 604.245 3.000 EA | 2200.00000 6600.00| 2195.08000 6585.24|
CATCH BASIN TYPE F4-C | | |
LETTING DATE : 07/26/06 MAINE DEPARTMENT OF TRANSPORTATION DATE : 07/26/06
PAGE : 3
COUNTIE(S): YORK TABULATION OF BIDS
CONTRACT ID : 007702.00
=========
====================================================================================================================================
|( 1 ) 000164 |( 2 ) 000855 |( )
|C P M CONSTRUCTORS |BRIDGECORP |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0310 604.252 1.000 EA | 3000.00000 3000.00| 3171.84000 3171.84|
CATCH BASIN TYPE A5-C | | |
0320 605.09 300.000 M | 85.00000 25500.00| 96.87000 29061.00|
150 MM UNDERDRAIN TYPE B | | |
0330 605.11 390.000 M | 98.00000 38220.00| 126.86000 49475.40|
300 MM UNDERDRAIN TYPE C | | |
0340 605.13 110.000 M | 125.00000 13750.00| 187.98000 20677.80|
450 MM UNDERDRAIN TYPE C | | |
0350 608.253 5.000 M2 | 250.00000 1250.00| 2216.81000 11084.05|
MASONRY PAVER WITH TRUNCATED DOME | | |
0360 609.11 645.000 M | 70.00000 45150.00| 66.24000 42724.80|
VERTICAL CURB TYPE 1 | | |
0370 609.12 50.000 M | 104.00000 5200.00| 82.80000 4140.00|
VERTICAL CURB TYPE 1 - CIRCULAR | | |
0380 609.234 9.000 EA | 175.00000 1575.00| 100.95000 908.55|
TERMINAL CURB TYPE 1 - 1.2 METER | | |
0390 609.237 35.000 EA | 265.00000 9275.00| 159.00000 5565.00|
TERMINAL CURB TYPE 1 - 2.1 METER | | |
0400 609.31 50.000 M | 20.00000 1000.00| 36.88000 1844.00|
CURB TYPE 3 | | |
0410 609.35 2.000 M | 330.00000 660.00| 66.24000 132.48|
CURB TYPE 5 - CIRCULAR | | |
0420 609.38 115.000 M | 38.00000 4370.00| 82.80000 9522.00|
RESET CURB TYPE 1 | | |
0430 609.40 38.000 M | 60.00000 2280.00| 66.24000 2517.12|
RESET CURB TYPE 5 | | |
0440 609.441 35.000 M | 31.00000 1085.00| 62.03000 2171.05|
CURBING REMOVED AND STACKED | | |
0450 610.08 25.000 M3 | 95.00000 2375.00| 110.32000 2758.00|
PLAIN RIPRAP | | |
0460 615.07 100.000 M3 | 75.00000 7500.00| 106.86000 10686.00|
LOAM | | |
0470 618.1301 20.000 UN | 44.00000 880.00| 34.29000 685.80|
SEEDING METHOD NUMBER 1 - PLAN QUANTITY | | |
0480 619.1201 20.000 UN | 17.00000 340.00| 23.65000 473.00|
MULCH - PLAN QUANTITY | | |
0490 619.1401 50.000 M3 | 80.00000 4000.00| 77.17000 3858.50|
EROSION CONTROL MIX | | |
0500 620.56 34.000 M2 | 4.00000 136.00| 7.43000 252.62|
DRAINAGE GEOTEXTILE | | |
0510 620.58 41.000 M2 | 3.00000 123.00| 18.59000 762.19|
EROSION CONTROL GEOTEXTILE | | |
LETTING DATE : 07/26/06 MAINE DEPARTMENT OF TRANSPORTATION DATE : 07/26/06
PAGE : 4
COUNTIE(S): YORK TABULATION OF BIDS
CONTRACT ID : 007702.00
=========
====================================================================================================================================
|( 1 ) 000164 |( 2 ) 000855 |( )
|C P M CONSTRUCTORS |BRIDGECORP |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0520 621.196 8.000 EA | 300.00000 2400.00| 371.88000 2975.04|
MEDIUM DECIDUOUS TREE (45 MM - 50 MM | | |
CALIPER) GROUP B | | |
0530 621.273 5.000 EA | 350.00000 1750.00| 405.58000 2027.90|
LARGE DECIDUOUS TREE (50 MM - 65 MM | | |
CALIPER) GROUP A | | |
0540 621.396 6.000 EA | 60.00000 360.00| 66.14000 396.84|
DWARF EVERGREENS (450 MM - 600 MM) | | |
GROUP B | | |
0550 621.511 6.000 EA | 45.00000 270.00| 37.44000 224.64|
DECIDUOUS SHRUBS (450MM - 600MM) GROUP | | |
0560 626.11 4.000 EA | 230.00000 920.00| 295.58000 1182.32|
PRECAST CONCRETE JUNCTION BOX:___ | | |
0570 626.22 15.000 M | 100.00000 1500.00| 47.29000 709.35|
NON-METALLIC CONDUIT | | |
0580 626.33 4.000 EA | 1100.00000 4400.00| 1123.22000 4492.88|
750 MM FOUNDATION | | |
0590 626.35 1.000 EA | 880.00000 880.00| 768.52000 768.52|
CONTROLLER CABINET FOUNDATION | | |
0600 627.711 2600.000 M | 1.10000 2860.00| 0.73000 1898.00|
WHITE OR YELLOW PAINTED PAVEMENT | | |
MARKING LINE (PLAN QUANTITY ) | | |
0610 627.75 140.000 M2 | 17.00000 2380.00| 19.08000 2671.20|
WHITE OR YELLOW PAVEMENT AND CURB | | |
MARKING | | |
0620 629.05 40.000 HR | 50.00000 2000.00| 53.21000 2128.40|
HAND LABOR, STRAIGHT TIME | | |
0630 631.10 20.000 HR | 60.00000 1200.00| 70.94000 1418.80|
AIR COMPRESSOR (INCLUDING OPERATOR) | | |
0640 631.11 20.000 HR | 60.00000 1200.00| 70.94000 1418.80|
AIR TOOL (INCLUDING OPERATOR) | | |
0650 631.12 30.000 HR | 140.00000 4200.00| 159.62000 4788.60|
ALL PURPOSE EXCAVATOR (INCLUDING | | |
OPERATOR) | | |
0660 631.13 40.000 HR | 80.00000 3200.00| 141.88000 5675.20|
BULLDOZER (INCLUDING OPERATOR) | | |
0670 631.172 40.000 HR | 60.00000 2400.00| 76.85000 3074.00|
TRUCK - LARGE (INCLUDING OPERATOR) | | |
0680 631.18 10.000 HR | 60.00000 600.00| 88.68000 886.80|
CHAIN SAW RENTAL (INCLUDING OPERATOR) | | |
0690 631.20 20.000 HR | 250.00000 5000.00| 295.58000 5911.60|
STUMP CHIPPER (INCLUDING OPERATOR) | | |
LETTING DATE : 07/26/06 MAINE DEPARTMENT OF TRANSPORTATION DATE : 07/26/06
PAGE : 5
COUNTIE(S): YORK TABULATION OF BIDS
CONTRACT ID : 007702.00
=========
====================================================================================================================================
|( 1 ) 000164 |( 2 ) 000855 |( )
|C P M CONSTRUCTORS |BRIDGECORP |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0700 631.22 40.000 HR | 80.00000 3200.00| 147.79000 5911.60|
FRONT END LOADER (INCLUDING OPERATOR) | | |
0710 631.32 24.000 HR | 165.00000 3960.00| 354.70000 8512.80|
CULVERT CLEANER (INCLUDING OPERATOR) | | |
0720 637.071 LUMP | 3000.00000 3000.00| 7532.98000 7532.98|
DUST CONTROL | | |
0730 639.18 1.000 EA | 10000.00000 10000.00| 23729.56000 23729.56|
FIELD OFFICE TYPE A | | |
0740 643.80 LUMP | 50000.00000 50000.00| 52022.95000 52022.95|
TRAFFIC SIGNALS AT Rte. 91 & Rte. 1 | | |
0750 643.86 10.000 EA | 550.00000 5500.00| 591.17000 5911.70|
TRAFFIC SIGNAL LOOP DETECTORS | | |
0760 643.90 LUMP | 4000.00000 4000.00| 3221.88000 3221.88|
INTERCONNECT WIRE BETWEEN Rte. 91 & | | |
Hannaford | | |
0770 643.93 4.000 EA | 4400.00000 17600.00| 4358.10000 17432.40|
STRAIN POLE | | |
0780 645.121 2.000 EA | 5000.00000 10000.00| 3393.32000 6786.64|
OVERHEAD LANE USE SIGN ASSEMBLY | | |
INCLUDES (2) SIGNAL HEADS & SPAN WIRE | | |
0790 645.122 1.000 EA | 3300.00000 3300.00| 1714.39000 1714.39|
REMOVE & RESET OVERHEAD LANE USE SIGN | | |
ASSEMBLY | | |
0800 645.292 17.000 M2 | 325.00000 5525.00| 195.09000 3316.53|
REGULATORY, WARNING, CONFIRMATION AND | | |
ROUTE MARKER ASSEMBLY SIGNS TYPE II | | |
0810 645.301 3.000 EA | 100.00000 300.00| 59.12000 177.36|
DEMOUNTABLE REFLECTORIZED DELINEATOR, | | |
SINGLE | | |
0820 652.31 10.000 EA | 45.00000 450.00| 66.15000 661.50|
TYPE I BARRICADE | | |
0830 652.311 10.000 EA | 45.00000 450.00| 69.69000 696.90|
TYPE II BARRICADE | | |
0840 652.33 50.000 EA | 50.00000 2500.00| 65.00000 3250.00|
DRUM | | |
0850 652.34 60.000 EA | 22.00000 1320.00| 15.00000 900.00|
CONE | | |
0860 652.35 30.000 M2 | 115.00000 3450.00| 131.86000 3955.80|
CONSTRUCTION SIGNS | | |
0870 652.361 125.000 LS | 10000.00000 10000.00| 41000.00000 41000.00|
MAINTENANCE OF TRAFFIC CONTROL DEVICES | | |
LETTING DATE : 07/26/06 MAINE DEPARTMENT OF TRANSPORTATION DATE : 07/26/06
PAGE : 6
COUNTIE(S): YORK TABULATION OF BIDS
CONTRACT ID : 007702.00
=========
====================================================================================================================================
|( 1 ) 000164 |( 2 ) 000855 |( )
|C P M CONSTRUCTORS |BRIDGECORP |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0880 652.37 2.000 GP | 2500.00000 5000.00| 3310.55000 6621.10|
WARNING LIGHTS | | |
0890 652.38 3000.000 HR | 15.00000 45000.00| 18.48000 55440.00|
FLAGGER | | |
0900 656.75 LUMP | 12000.00000 12000.00| 13683.69000 13683.69|
TEMPORARY SOIL EROSION AND WATER | | |
POLLUTION CONTROL | | |
0910 658.20 70.000 M2 | 19.00000 1330.00| 16.35000 1144.50|
ACRYLIC LATEX COLOR FINISH, GREEN | | |
0920 659.10 LUMP | 222000.00000 222000.00| 229997.76000 229997.76|
MOBILIZATION | | |
0930 660.21 1000.000 HR | 0.01000 10.00| 1.18000 1180.00|
ON-THE-JOB TRAINING (BID) | | |
0940 890.01 LUMP | 5000.00000 5000.00| 5774.22000 5774.22|
SPECIAL WORK #1 Emergency Pre-emption | | |
System | | |
SECTION TOTALS | $ 1,353,059.00| $ 1,498,233.94| $
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
CONTRACT TOTALS | $ 1,353,059.00| $ 1,498,233.94| $
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