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LETTING DATE : 05/08/02 MAINE DEPARTMENT OF TRANSPORTATION DATE : 12/10/02
PAGE : 1
LOCATION : TOPSHAM TABULATION OF BIDS
CONTRACT ID : 008467.00 COMPLETION DATE : 06/20/03
=========
PROJECT(S): NH-8467(00)E COUNTIE(S) : SAGADAHOC 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 000094 HARRY C CROOKER & SONS, INC. $ 2,831,736.54 100.0000%
2 000164 C P M CONSTRUCTORS $ 3,295,976.30 116.3942%
====================================================================================================================================
|( 1 ) 000094 |( 2 ) 000164 |( )
|HARRY C CROOKER & SONS, INC |C P M CONSTRUCTORS |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0001 HIGHWAY ITEMS
| | |
0010 107.51 LUMP| 20000.00000 20000.00| 70000.00000 70000.00|
PROSECUTION OF WORK - INITIAL SCHEDULE | | |
0020 107.52 10.000 EA | 1000.00000 10000.00| 1500.00000 15000.00|
PROSECUTION OF WORK - MONTHLY UPDATE | | |
0030 201.24 10.000 EA | 300.00000 3000.00| 300.00000 3000.00|
REMOVING STUMP | | |
0040 202.15 1.000 EA | 500.00000 500.00| 500.00000 500.00|
REMOVING MANHOLE OR CATCH BASIN | | |
0050 203.20 15100.000 M3 | 15.00000 226500.00| 14.00000 211400.00|
COMMON EXCAVATION | | |
0060 203.21 350.000 M3 | 50.00000 17500.00| 65.00000 22750.00|
ROCK EXCAVATION | | |
0070 203.25 100.000 M3 | 20.00000 2000.00| 25.00000 2500.00|
GRANULAR BORROW | | |
0080 206.061 25.000 M3 | 50.00000 1250.00| 50.00000 1250.00|
STRUCTURAL EARTH EXCAVATION - DRAINAGE | | |
AND MINOR STRUCTURES, BELOW GRADE | | |
0090 206.07 395.000 M3 | 125.00000 49375.00| 130.00000 51350.00|
STRUCTURAL ROCK EXCAVATION - DRAINAGE | | |
AND MINOR STRUCTURES | | |
0100 304.10 9700.000 M3 | 20.00000 194000.00| 21.00000 203700.00|
AGGREGATE SUBBASE COURSE - GRAVEL | | |
0110 307.331 2000.000 M2 | 2.50000 5000.00| 5.75000 11500.00|
COLD IN-PLACE RECYCLED PAVEMENT | | |
(UNTREATED) | | |
LETTING DATE : 05/08/02 MAINE DEPARTMENT OF TRANSPORTATION DATE : 12/10/02
PAGE : 2
LOCATION : TOPSHAM TABULATION OF BIDS
CONTRACT ID : 008467.00
=========
====================================================================================================================================
|( 1 ) 000094 |( 2 ) 000164 |( )
|HARRY C CROOKER & SONS, INC |C P M CONSTRUCTORS |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0120 403.207 3200.000 MG | 44.00000 140800.00| 45.00000 144000.00|
HOT MIX ASPHALT 19.0 MM NOMINAL MAX SIZ | | |
0130 403.208 3150.000 MG | 46.00000 144900.00| 47.00000 148050.00|
HOT MIX ASPHALT 12.5 MM, SURFACE | | |
0140 403.209 440.000 MG | 90.00000 39600.00| 90.00000 39600.00|
HOT MIX ASPHALT 9.5 MM(SIDEWALKS,DRIVES | | |
INCIDENTAL ) | | |
0150 409.15 2700.000 L | 1.00000 2700.00| 1.75000 4725.00|
BITUMINOUS TACK COAT APPLIED | | |
0160 603.159 125.000 M | 100.00000 12500.00| 180.00000 22500.00|
300 MM CULVERT PIPE OPTION III | | |
0170 603.179 83.000 M | 125.00000 10375.00| 195.00000 16185.00|
450 MM CULVERT PIPE OPTION III | | |
0180 603.199 24.000 M | 150.00000 3600.00| 325.00000 7800.00|
600 MM CULVERT PIPE OPTION III | | |
0190 603.219 27.000 M | 200.00000 5400.00| 400.00000 10800.00|
900 MM CULVERT PIPE OPTION III | | |
0200 604.072 43.800 EA | 2400.00000 105120.00| 2800.00000 122640.00|
CATCH BASIN TYPE A1-C | | |
0210 604.092 3.000 EA | 2000.00000 6000.00| 2500.00000 7500.00|
CATCH BASIN TYPE B1-C | | |
0220 604.164 1.000 EA | 800.00000 800.00| 1300.00000 1300.00|
REBUILDING CATCH BASIN | | |
0230 604.166 5.000 EA | 1000.00000 5000.00| 1500.00000 7500.00|
REBUILDING MANHOLE | | |
0240 604.18 4.000 EA | 400.00000 1600.00| 350.00000 1400.00|
ADJUSTING MANHOLE OR CATCH BASIN TO | | |
GRADE | | |
0250 604.246 1.000 EA | 1500.00000 1500.00| 1400.00000 1400.00|
CATCH BASIN TYPE F5 | | |
0260 604.252 2.000 EA | 2400.00000 4800.00| 2500.00000 5000.00|
CATCH BASIN TYPE A5-C | | |
0270 605.09 700.000 M | 75.00000 52500.00| 85.00000 59500.00|
150 MM UNDERDRAIN TYPE B | | |
0280 605.11 1260.000 M | 100.00000 126000.00| 110.00000 138600.00|
300 MM UNDERDRAIN TYPE C | | |
0290 605.13 440.000 M | 125.00000 55000.00| 160.00000 70400.00|
450 MM UNDERDRAIN TYPE C | | |
0300 606.17 237.000 M | 42.00000 9954.00| 42.00000 9954.00|
GUARDRAIL TYPE 3B - SINGLE RAIL | | |
0310 606.22 39.000 M | 60.00000 2340.00| 57.00000 2223.00|
GUARDRAIL TYPE 3B - OVER 4.5 M RADIUS | | |
LETTING DATE : 05/08/02 MAINE DEPARTMENT OF TRANSPORTATION DATE : 12/10/02
PAGE : 3
LOCATION : TOPSHAM TABULATION OF BIDS
CONTRACT ID : 008467.00
=========
====================================================================================================================================
|( 1 ) 000094 |( 2 ) 000164 |( )
|HARRY C CROOKER & SONS, INC |C P M CONSTRUCTORS |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0320 606.265 2.000 EA | 20.00000 40.00| 20.00000 40.00|
TERMINAL END - SINGLE RAIL - GALVANIZED | | |
STEEL | | |
0330 606.76 3.000 EA | 1700.00000 5100.00| 1700.00000 5100.00|
MODIFIED ECCENTRIC LOADER TERMINAL | | |
0340 608.07 4.000 M2 | 200.00000 800.00| 200.00000 800.00|
PLAIN CONCRETE SIDEWALK | | |
0350 608.45 2310.000 M2 | 20.00000 46200.00| 30.00000 69300.00|
CONSTRUCTING SIDEWALK | | |
0360 609.11 2080.000 M | 80.00000 166400.00| 80.00000 166400.00|
VERTICAL CURB TYPE 1 | | |
0370 609.12 195.000 M | 115.00000 22425.00| 110.00000 21450.00|
VERTICAL CURB TYPE 1 - CIRCULAR | | |
0380 609.234 42.000 EA | 150.00000 6300.00| 120.00000 5040.00|
TERMINAL CURB TYPE 1 - 1.2 METER | | |
0390 609.237 123.000 EA | 300.00000 36900.00| 210.00000 25830.00|
TERMINAL CURB TYPE 1 - 2.1 METER | | |
0400 609.26 1.000 EA | 500.00000 500.00| 300.00000 300.00|
CURB TRANSITION SECTION B TYPE 1 | | |
0410 609.34 48.000 M | 80.00000 3840.00| 75.00000 3600.00|
CURB TYPE 5 | | |
0420 609.35 8.000 M | 150.00000 1200.00| 210.00000 1680.00|
CURB TYPE 5 - CIRCULAR | | |
0430 610.08 25.000 M3 | 75.00000 1875.00| 80.00000 2000.00|
PLAIN RIPRAP | | |
0440 610.18 5.000 M3 | 75.00000 375.00| 80.00000 400.00|
STONE DITCH PROTECTION | | |
0450 611.171 227.000 M2 | 835.00000 189545.00| 625.00000 141875.00|
REINFORCED CONCRETE RETAINING WALL W/ | | |
GRANITE FACING | | |
0460 613.319 10.000 M2 | 2.00000 20.00| 20.00000 200.00|
EROSION CONTROL BLANKET | | |
0470 615.07 480.000 M3 | 35.00000 16800.00| 55.00000 26400.00|
LOAM | | |
0480 618.1301 5.000 UN | 50.00000 250.00| 50.00000 250.00|
SEEDING METHOD NUMBER 1 - PLAN QUANTITY | | |
0490 618.16 38.000 KG | 50.00000 1900.00| 48.00000 1824.00|
CROWN VETCH SEED | | |
0500 618.19 70.000 KG | 25.00000 1750.00| 6.00000 420.00|
REFERTILIZATION | | |
0510 619.1201 5.000 UN | 50.00000 250.00| 12.00000 60.00|
MULCH - PLAN QUANTITY | | |
LETTING DATE : 05/08/02 MAINE DEPARTMENT OF TRANSPORTATION DATE : 12/10/02
PAGE : 4
LOCATION : TOPSHAM TABULATION OF BIDS
CONTRACT ID : 008467.00
=========
====================================================================================================================================
|( 1 ) 000094 |( 2 ) 000164 |( )
|HARRY C CROOKER & SONS, INC |C P M CONSTRUCTORS |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0520 620.58 72.000 M2 | 5.00000 360.00| 8.00000 576.00|
EROSION CONTROL GEOTEXTILE | | |
0530 621.037 20.000 EA | 70.00000 1400.00| 72.00000 1440.00|
EVERGREEN TREES (1500 MM - 1800 MM) | | |
GROUP A | | |
0540 621.201 29.000 EA | 300.00000 8700.00| 264.00000 7656.00|
MEDIUM DECIDUOUS TREE (50 MM - 65 MM | | |
CALIPER) GROUP A | | |
0550 621.249 12.000 EA | 125.00000 1500.00| 115.00000 1380.00|
LARGE DECIDUOUS TREES (1800 MM - 2400 | | |
MM) GROUP A | | |
0560 621.273 14.000 EA | 300.00000 4200.00| 283.00000 3962.00|
LARGE DECIDUOUS TREE (50 MM - 65 MM | | |
CALIPER) GROUP A | | |
0570 621.395 50.000 EA | 50.00000 2500.00| 47.00000 2350.00|
DWARF EVERGREENS (450 MM - 600 MM) | | |
GROUP A | | |
0580 621.54 50.000 EA | 30.00000 1500.00| 33.00000 1650.00|
DECIDUOUS SHRUBS (450 MM - 600 MM) | | |
GROUP A | | |
0590 621.552 12.000 EA | 80.00000 960.00| 58.00000 696.00|
DECIDUOUS SHRUBS (900 MM - 1200 MM) | | |
GROUP A | | |
0600 621.80 LUMP| 6500.00000 6500.00| 6000.00000 6000.00|
ESTABLISHMENT PERIOD | | |
0610 627.71 3230.000 M | 0.33000 1065.90| 0.40000 1292.00|
100 MM WHITE PAVEMENT MARKING LINE | | |
0620 627.73 1635.000 M | 0.66000 1079.10| 0.50000 817.50|
100 MM YELLOW PAVEMENT MARKING LINE | | |
0630 627.75 98.000 M2 | 16.14000 1581.72| 11.00000 1078.00|
WHITE OR YELLOW PAVEMENT AND CURB | | |
MARKING | | |
0640 627.78 4902.000 M | 0.66000 3235.32| 0.30000 1470.60|
TEMPORARY 100 MM PAINTED PAVEMENT | | |
MARKING LINE, WHITE OR YELLOW | | |
0650 629.05 25.000 MH | 30.00000 750.00| 30.00000 750.00|
HAND LABOR, STRAIGHT TIME | | |
0660 631.12 20.000 HR | 125.00000 2500.00| 85.00000 1700.00|
ALL PURPOSE EXCAVATOR (INCLUDING | | |
OPERATOR) | | |
0670 631.172 40.000 HR | 50.00000 2000.00| 45.00000 1800.00|
TRUCK - LARGE (INCLUDING OPERATOR) | | |
LETTING DATE : 05/08/02 MAINE DEPARTMENT OF TRANSPORTATION DATE : 12/10/02
PAGE : 5
LOCATION : TOPSHAM TABULATION OF BIDS
CONTRACT ID : 008467.00
=========
====================================================================================================================================
|( 1 ) 000094 |( 2 ) 000164 |( )
|HARRY C CROOKER & SONS, INC |C P M CONSTRUCTORS |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0680 631.18 5.000 HR | 50.00000 250.00| 35.00000 175.00|
CHAIN SAW RENTAL (INCLUDING OPERATOR) | | |
0690 631.20 25.000 HR | 100.00000 2500.00| 125.00000 3125.00|
STUMP CHIPPER (INCLUDING OPERATOR) | | |
0700 637.071 LUMP| 10000.00000 10000.00| 20000.00000 20000.00|
DUST CONTROL | | |
0710 639.18 1.000 EA | 10000.00000 10000.00| 15000.00000 15000.00|
FIELD OFFICE TYPE A | | |
0720 643.71 LUMP| 40000.00000 40000.00| 40000.00000 40000.00|
TRAFFIC SIGNAL MODIFICATION | | |
0730 652.31 50.000 EA | 50.00000 2500.00| 50.00000 2500.00|
TYPE I BARRICADE | | |
0740 652.311 26.000 EA | 60.00000 1560.00| 55.00000 1430.00|
TYPE II BARRICADE | | |
0750 652.33 75.000 EA | 75.00000 5625.00| 60.00000 4500.00|
DRUM | | |
0760 652.34 150.000 EA | 25.00000 3750.00| 25.00000 3750.00|
CONE | | |
0770 652.35 100.000 M2 | 100.00000 10000.00| 120.00000 12000.00|
CONSTRUCTION SIGNS | | |
0780 652.361 156.000 LS | 26000.00000 26000.00| 35000.00000 35000.00|
MAINTENANCE OF TRAFFIC CONTROL DEVICES | | |
0790 652.38 3000.000 MH | 18.00000 54000.00| 15.00000 45000.00|
FLAGGER | | |
0800 652.41 3.000 EA | 10000.00000 30000.00| 15000.00000 45000.00|
PORTABLE - CHANGEABLE MESSAGE SIGN | | |
0810 659.10 LUMP| 200000.00000 200000.00| 230000.00000 230000.00|
MOBILIZATION | | |
0820 660.21 1000.000 MH | 2.00000 2000.00| 1.00000 1000.00|
ON-THE-JOB TRAINING (BID) | | |
0830 841.48 19.000 EA | 500.00000 9500.00| 750.00000 14250.00|
BOLLARDS | | |
SECTION TOTALS | $ 2,209,601.04| $ 2,394,344.10| $ 0.00
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0002 SEWER ITEMS
| | |
0840 203.21 550.000 M3 | 0.01000 5.50| 133.00000 73150.00|
ROCK EXCAVATION | | |
0850 604.166 5.000 EA | 1000.00000 5000.00| 1600.00000 8000.00|
REBUILDING MANHOLE | | |
0860 604.18 6.000 EA | 500.00000 3000.00| 425.00000 2550.00|
ADJUSTING MANHOLE OR CATCH BASIN TO | | |
GRADE | | |
LETTING DATE : 05/08/02 MAINE DEPARTMENT OF TRANSPORTATION DATE : 12/10/02
PAGE : 6
LOCATION : TOPSHAM TABULATION OF BIDS
CONTRACT ID : 008467.00
=========
====================================================================================================================================
|( 1 ) 000094 |( 2 ) 000164 |( )
|HARRY C CROOKER & SONS, INC |C P M CONSTRUCTORS |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0870 661.14 150.000 M | 20.00000 3000.00| 21.00000 3150.00|
INSULATION | | |
0890 801.17 580.000 M | 300.00000 174000.00| 241.00000 139780.00|
200 MM PVC SANITARY SEWER (SDR-35) | | |
0891 803.135 360.000 M | 180.00000 64800.00| 215.00000 77400.00|
150MM SERVICE LATERAL | | |
0900 803.1731 26.000 M | 1200.00000 31200.00| 1524.00000 39624.00|
SEWER MANHOLES 1.2 M DIA. | | |
SECTION TOTALS | $ 281,005.50| $ 343,654.00| $ 0.00
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0003 ORNAMENTAL LIGHTING
| | |
0910 626.11 38.000 EA | 1000.00000 38000.00| 1528.00000 58064.00|
PRECAST CONCRETE JUNCTION BOX:___ | | |
0920 626.21 170.000 M | 60.00000 10200.00| 110.00000 18700.00|
METALLIC CONDUIT | | |
0930 626.22 1380.000 M | 25.00000 34500.00| 36.99000 51046.20|
NON-METALLIC CONDUIT | | |
0940 626.32 18.000 EA | 1000.00000 18000.00| 780.00000 14040.00|
600 MM FOUNDATION | | |
SECTION TOTALS | $ 100,700.00| $ 141,850.20| $ 0.00
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0004 WATER SYSTEM
| | |
0950 830.12 LUMP| 208930.00000 208930.00| 296060.00000 296060.00|
WATER MAIN PLACEMENT - INSTALLATION ONL | | |
SECTION TOTALS | $ 208,930.00| $ 296,060.00| $ 0.00
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0005 WATER UTILITIES - GATE VALVE BOXES
| | |
0960 823.011 10.000 EA | 150.00000 1500.00| 525.00000 5250.00|
GATE VALVE BOX, INSTALL ONLY | | |
SECTION TOTALS | $ 1,500.00| $ 5,250.00| $ 0.00
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0006 GAS MAIN
| | |
0970 845.30 LUMP| 30000.00000 30000.00| 114818.00000 114818.00|
GAS MAIN PLACEMENT - INSTALL ONLY | | |
SECTION TOTALS | $ 30,000.00| $ 114,818.00| $ 0.00
------------------------------------------+----------------------------+----------------------------+-------------------------------
CONTRACT TOTALS | $ 2,831,736.54| $ 3,295,976.30| $
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