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LETTING DATE : 09/13/00 MAINE DEPARTMENT OF TRANSPORTATION DATE : 12/05/01
PAGE : 1
LOCATION : SKOWHEGAN TABULATION OF BIDS
CONTRACT ID : 009195.00
=========
COMPLETION DATE : 06/29/01
PROJECT(S): NH-9195(00)E COUNTIE(S) : SOMERSET MAINE STATE DEPTARTMENT OF TRANSPORTATION
A TRUE COPY : __________________________
TITLE : __________________________
CONTRACT DESCRIPTION : HIGHWAY IMPROVEMENTS ATTEST : _______________________________
NOTARY PUBLIC
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TOTAL % OVER
RANK VENDOR NO./NAME BID LOW BID
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1 000855 BRIDGECORP $ 2,238,720.75 100.0000%
2 000059 PIKE INDUSTRIES, INC. $ 2,282,680.95 101.9636%
3 000144 A E MCQUADE & SONS, INC. $ 2,357,271.50 105.2955%
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|( 1 ) 000855 |( 2 ) 000059 |( 3 ) 000144
|BRIDGECORP |PIKE INDUSTRIES, INC. |A E MCQUADE & SONS, INC.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0001 HIGHWAY ITEMS
| | |
0010 107.27 LUMP| 40000.00000 40000.00| 18000.00000 18000.00| 30000.00000 30000.00
TEMPORARY SOIL EROSION AND WATER | | |
POLLUTION CONTROL | | |
0020 202.203 370.000 M2 | 25.00000 9250.00| 20.00000 7400.00| 10.00000 3700.00
PAVEMENT BUTT JOINTS | | |
0030 203.20 75.000 M3 | 20.00000 1500.00| 20.00000 1500.00| 20.00000 1500.00
COMMON EXCAVATION | | |
0040 203.202 9775.000 M | 5.00000 48875.00| 8.00000 78200.00| 9.75000 95306.25
INSLOPE EXCAVATION | | |
0050 203.203 1520.000 M | 9.00000 13680.00| 12.50000 19000.00| 11.00000 16720.00
DITCH EXCAVATION | | |
0060 203.242 2150.000 M3 | 7.75000 16662.50| 14.00000 30100.00| 12.10000 26015.00
DIRTY BORROW | | |
0070 203.25 25.000 M3 | 20.00000 500.00| 22.00000 550.00| 16.00000 400.00
GRANULAR BORROW | | |
0080 204.41 23000.000 M2 | 6.00000 138000.00| 5.10000 117300.00| 3.85000 88550.00
REHABILITATION OF EXISTING SHOULDERS, | | |
PLAN QUANTITY | | |
0090 206.061 25.000 M3 | 20.00000 500.00| 56.00000 1400.00| 24.00000 600.00
STRUCTURAL EARTH EXCAVATION - DRAINAGE | | |
AND MINOR STRUCTURES, BELOW GRADE | | |
0100 304.10 240.000 M3 | 25.00000 6000.00| 30.00000 7200.00| 25.00000 6000.00
AGGREGATE SUBBASE COURSE - GRAVEL | | |
LETTING DATE : 09/13/00 MAINE DEPARTMENT OF TRANSPORTATION DATE : 12/05/01
PAGE : 2
LOCATION : SKOWHEGAN TABULATION OF BIDS
CONTRACT ID : 009195.00
=========
====================================================================================================================================
|( 1 ) 000855 |( 2 ) 000059 |( 3 ) 000144
|BRIDGECORP |PIKE INDUSTRIES, INC. |A E MCQUADE & SONS, INC.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0110 307.32 54580.000 M2 | 2.00000 109160.00| 1.85000 100973.00| 2.50000 136450.00
COLD IN-PLACE RECYCLED MATERIAL | | |
(UNTREATED) TRAVELWAY | | |
0120 403.207 6425.000 MG | 45.00000 289125.00| 40.00000 257000.00| 38.00000 244150.00
HOT MIX ASPHALT 19.0 MM NOMINAL MAX SIZ | | |
0130 403.208 14450.000 MG | 45.00000 650250.00| 40.00000 578000.00| 42.00000 606900.00
HOT MIX ASPHALT 12.5 MM NOMINAL MAX SIZ | | |
0140 403.209 400.000 MG | 115.00000 46000.00| 90.00000 36000.00| 110.00000 44000.00
HOT MIX ASPHALT 9.5 MM(SIDEWALKS,DRIVES | | |
INCIDENTAL ) | | |
0150 409.15 4370.000 L | 1.00000 4370.00| 0.80000 3496.00| 1.50000 6555.00
BITUMINOUS TACK COAT APPLIED | | |
0160 411.10 300.000 M3 | 40.00000 12000.00| 45.00000 13500.00| 25.00000 7500.00
UNTREATED AGGREGATE SURFACE COURSE | | |
(TRUCK MEASURE) | | |
0170 603.151 2.000 M | 140.00000 280.00| 250.00000 500.00| 216.00000 432.00
300 MM CORRUGATED METAL PIPE | | |
0180 603.159 32.500 M | 130.00000 4225.00| 210.00000 6825.00| 207.00000 6727.50
300 MM CULVERT PIPE OPTION III | | |
0190 603.16 178.000 M | 82.00000 14596.00| 95.00000 16910.00| 90.00000 16020.00
375 MM CULVERT PIPE OPTION I | | |
0200 603.169 158.500 M | 95.00000 15057.50| 220.00000 34870.00| 215.00000 34077.50
375 MM CULVERT PIPE OPTION III | | |
0210 603.171 53.000 M | 220.00000 11660.00| 165.00000 8745.00| 150.00000 7950.00
450 MM CORRUGATED METAL PIPE | | |
0220 603.179 139.500 M | 180.00000 25110.00| 230.00000 32085.00| 230.00000 32085.00
450 MM CULVERT PIPE OPTION III | | |
0230 603.199 69.000 M | 210.00000 14490.00| 255.00000 17595.00| 255.00000 17595.00
600 MM CULVERT PIPE OPTION III | | |
0240 603.205 15.900 M | 300.00000 4770.00| 565.00000 8983.50| 275.00000 4372.50
750 MM REINFORCED CONCRETE PIPE CLASS | | |
III | | |
0250 603.21 3.200 M | 185.00000 592.00| 410.00000 1312.00| 406.00000 1299.20
900 MM CULVERT PIPE OPTION I | | |
0260 603.225 36.600 M | 295.00000 10797.00| 475.00000 17385.00| 375.00000 13725.00
1050 MM REINFORCED CONCRETE PIPE CLASS | | |
III | | |
0270 603.235 32.900 M | 350.00000 11515.00| 1350.00000 44415.00| 450.00000 14805.00
1200 MM REINFORCED CONCRETE PIPE CLASS | | |
0280 604.092 24.000 EA | 1200.00000 28800.00| 1350.00000 32400.00| 1600.00000 38400.00
CATCH BASIN TYPE B1-C | | |
LETTING DATE : 09/13/00 MAINE DEPARTMENT OF TRANSPORTATION DATE : 12/05/01
PAGE : 3
LOCATION : SKOWHEGAN TABULATION OF BIDS
CONTRACT ID : 009195.00
=========
====================================================================================================================================
|( 1 ) 000855 |( 2 ) 000059 |( 3 ) 000144
|BRIDGECORP |PIKE INDUSTRIES, INC. |A E MCQUADE & SONS, INC.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0290 604.093 1.000 EA | 2800.00000 2800.00| 3550.00000 3550.00| 2100.00000 2100.00
1525 MM CATCH BASIN TYPE B-1 | | |
0300 604.242 1.000 EA | 1000.00000 1000.00| 1100.00000 1100.00| 1150.00000 1150.00
CATCH BASIN TYPE F3 | | |
0310 604.246 3.000 EA | 975.00000 2925.00| 1250.00000 3750.00| 1200.00000 3600.00
CATCH BASIN TYPE F5 | | |
0320 605.09 1135.000 M | 48.00000 54480.00| 65.00000 73775.00| 78.75000 89381.25
150 MM UNDERDRAIN TYPE B | | |
0330 605.10 85.000 M | 55.00000 4675.00| 45.00000 3825.00| 78.00000 6630.00
150 MM UNDERDRAIN OUTLET | | |
0340 605.11 722.000 M | 75.00000 54150.00| 80.00000 57760.00| 102.00000 73644.00
300 MM UNDERDRAIN TYPE C | | |
0350 606.1732 2.000 EA | 820.00000 1640.00| 700.00000 1400.00| 625.00000 1250.00
BRIDGE CONNECTION TYPE 2 | | |
0360 606.23 440.000 M | 35.00000 15400.00| 30.00000 13200.00| 34.00000 14960.00
GUARDRAIL TYPE 3C - SINGLE RAIL | | |
0370 606.232 30.500 M | 42.00000 1281.00| 36.00000 1098.00| 172.00000 5246.00
GUARDRAIL TYPE 3C - OVER 4.5 M RADIUS | | |
0380 606.265 4.000 EA | 45.00000 180.00| 40.00000 160.00| 32.00000 128.00
TERMINAL END - SINGLE RAIL - GALVANIZED | | |
STEEL | | |
0390 606.35 36.000 EA | 30.00000 1080.00| 25.00000 900.00| 30.00000 1080.00
GUARDRAIL DELINEATOR POST | | |
0400 606.47 10.000 EA | 35.00000 350.00| 30.00000 300.00| 30.00000 300.00
SINGLE WOOD POST | | |
0410 606.754 14.000 EA | 1000.00000 14000.00| 950.00000 13300.00| 950.00000 13300.00
WIDEN SHOULDER FOR 350 END TREATMENT | | |
0420 606.79 14.000 EA | 1200.00000 16800.00| 1700.00000 23800.00| 1450.00000 20300.00
GUARDRAIL 350 FLARED TERMINAL | | |
0430 609.31 295.000 M | 12.00000 3540.00| 9.25000 2728.75| 13.00000 3835.00
CURB TYPE 3 | | |
0440 609.311 1740.000 M | 11.50000 20010.00| 9.90000 17226.00| 13.00000 22620.00
SPECIAL CURB- CAPE COD DESIGN | | |
0450 610.08 120.000 M3 | 78.00000 9360.00| 80.00000 9600.00| 45.00000 5400.00
PLAIN RIPRAP | | |
0460 610.18 730.000 M3 | 45.00000 32850.00| 76.50000 55845.00| 32.00000 23360.00
STONE DITCH PROTECTION | | |
0470 612.06 615.000 M2 | 3.50000 2152.50| 2.95000 1814.25| 3.50000 2152.50
BITUMINOUS SEALING - BLACK | | |
0480 613.319 7240.000 M2 | 1.50000 10860.00| 1.50000 10860.00| 2.00000 14480.00
TEMPORARY EROSION CONTROL BLANKET | | |
LETTING DATE : 09/13/00 MAINE DEPARTMENT OF TRANSPORTATION DATE : 12/05/01
PAGE : 4
LOCATION : SKOWHEGAN TABULATION OF BIDS
CONTRACT ID : 009195.00
=========
====================================================================================================================================
|( 1 ) 000855 |( 2 ) 000059 |( 3 ) 000144
|BRIDGECORP |PIKE INDUSTRIES, INC. |A E MCQUADE & SONS, INC.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0490 617.37 25.000 M3 | 25.00000 625.00| 35.00000 875.00| 35.00000 875.00
WOODWASTE MULCH | | |
0500 618.1301 115.000 UN | 22.00000 2530.00| 16.00000 1840.00| 22.00000 2530.00
SEEDING METHOD NUMBER 1 - PLAN QUANTITY | | |
0510 618.1401 245.000 UN | 17.75000 4348.75| 15.25000 3736.25| 18.00000 4410.00
SEEDING METHOD NUMBER 2 - PLAN QUANTITY | | |
0520 618.1411 40.000 UN | 20.00000 800.00| 19.75000 790.00| 20.00000 800.00
SEEDING METHOD NUMBER 3 - PLAN QUANTITY | | |
0530 618.16 18.000 KG | 45.00000 810.00| 22.00000 396.00| 45.00000 810.00
CROWN VETCH SEED | | |
0540 618.20 18.000 KG | 3.00000 54.00| 0.90000 16.20| 4.00000 72.00
ANNUAL RYE GRASS SEED | | |
0550 618.25 5.000 M3 | 230.00000 1150.00| 45.00000 225.00| 200.00000 1000.00
APPLIED WATER | | |
0560 619.1201 535.000 UN | 8.00000 4280.00| 15.00000 8025.00| 10.00000 5350.00
MULCH - PLAN QUANTITY | | |
0570 627.71 14960.000 M | 0.30000 4488.00| 0.30000 4488.00| 0.30000 4488.00
100 MM WHITE PAVEMENT MARKING LINE | | |
0580 627.73 15170.000 M | 0.45000 6826.50| 0.40000 6068.00| 0.44000 6674.80
100 MM YELLOW PAVEMENT MARKING LINE | | |
0590 627.75 60.000 M2 | 18.00000 1080.00| 16.25000 975.00| 18.00000 1080.00
WHITE OR YELLOW PAVEMENT AND CURB | | |
MARKING | | |
0600 629.05 25.000 MH | 30.00000 750.00| 25.00000 625.00| 25.00000 625.00
HAND LABOR, STRAIGHT TIME | | |
0610 631.12 25.000 HR | 150.00000 3750.00| 85.00000 2125.00| 90.00000 2250.00
ALL PURPOSE EXCAVATOR (INCLUDING | | |
OPERATOR) | | |
0620 631.132 25.000 HR | 90.00000 2250.00| 65.00000 1625.00| 70.00000 1750.00
SMALL BULLDOZER (INCLUDING OPERATOR) | | |
0630 631.14 25.000 HR | 150.00000 3750.00| 90.00000 2250.00| 90.00000 2250.00
GRADER (INCLUDING OPERATOR) | | |
0640 631.172 25.000 HR | 50.00000 1250.00| 45.00000 1125.00| 45.00000 1125.00
TRUCK - LARGE (INCLUDING OPERATOR) | | |
0650 631.22 25.000 HR | 90.00000 2250.00| 55.00000 1375.00| 80.00000 2000.00
FRONT END LOADER (INCLUDING OPERATOR) | | |
0660 631.32 5.000 HR | 150.00000 750.00| 250.00000 1250.00| 85.00000 425.00
CULVERT CLEANER (INCLUDING OPERATOR) | | |
0670 637.071 LUMP| 7000.00000 7000.00| 7000.00000 7000.00| 30000.00000 30000.00
DUST CONTROL | | |
0680 639.18 1.000 EA | 8000.00000 8000.00| 7500.00000 7500.00| 7000.00000 7000.00
FIELD OFFICE TYPE A | | |
LETTING DATE : 09/13/00 MAINE DEPARTMENT OF TRANSPORTATION DATE : 12/05/01
PAGE : 5
LOCATION : SKOWHEGAN TABULATION OF BIDS
CONTRACT ID : 009195.00
=========
====================================================================================================================================
|( 1 ) 000855 |( 2 ) 000059 |( 3 ) 000144
|BRIDGECORP |PIKE INDUSTRIES, INC. |A E MCQUADE & SONS, INC.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0690 652.39 LUMP| 200000.00000 200000.00| 220000.00000 220000.00| 205000.00000 205000.00
WORK ZONE TRAFFIC CONTROL | | |
0700 657.24 135.000 UN | 13.00000 1755.00| 13.50000 1822.50| 13.00000 1755.00
SEEDING PITS | | |
0710 658.20 175.000 M2 | 11.00000 1925.00| 9.50000 1662.50| 10.00000 1750.00
ACRYLIC LATEX COLOR FINISH, GREEN | | |
0720 659.10 LUMP| 200000.00000 200000.00| 218250.00000 218250.00| 265000.00000 265000.00
MOBILIZATION | | |
0730 660.21 1000.000 MH | 1.00000 1000.00| 1.00000 1000.00| 1.50000 1500.00
ON-THE-JOB TRAINING (BID) | | |
SECTION TOTALS | $ 2,238,720.75| $ 2,282,680.95| $ 2,357,271.50
------------------------------------------+----------------------------+----------------------------+-------------------------------
CONTRACT TOTALS | $ 2,238,720.75| $ 2,282,680.95| $ 2,357,271.50
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