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LETTING DATE : 08/28/02 MAINE DEPARTMENT OF TRANSPORTATION DATE : 12/10/02
PAGE : 1
LOCATION : TABULATION OF BIDS
CONTRACT ID : 010217.00 COMPLETION DATE : 11/15/03
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PROJECT(S): AC-STP-1021(700)X COUNTIE(S) : OXFORD MAINE STATE DEPARTMENT OF TRANSPORTATION
A TRUE COPY : __________________________
TITLE : __________________________
ATTEST : ____________________________ CONTRACT DESCRIPTION : CHIP NOTARY PUBLIC
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TOTAL % OVER
RANK VENDOR NO./NAME BID LOW BID
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1 000059 PIKE INDUSTRIES, INC. $ 4,643,106.70 100.0000%
2 000855 BRIDGECORP $ 5,943,100.40 127.9984%
3 000403 PRATT & SONS INC. $ 6,051,257.40 130.3278%
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|( 1 ) 000059 |( 2 ) 000855 |( 3 ) 000403
|PIKE INDUSTRIES, INC. |BRIDGECORP |PRATT & SONS INC.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0001 HIGHWAY ITEMS
| | |
0010 201.11 1.500 HA | 12000.00000 18000.00| 12000.00000 18000.00| 10000.00000 15000.00
CLEARING | | |
0020 201.23 22.000 EA | 650.00000 14300.00| 750.00000 16500.00| 400.00000 8800.00
REMOVING SINGLE TREE TOP ONLY | | |
0030 201.24 17.000 EA | 375.00000 6375.00| 205.00000 3485.00| 190.00000 3230.00
REMOVING STUMP | | |
0040 202.203 300.000 M2 | 20.00000 6000.00| 15.00000 4500.00| 22.00000 6600.00
PAVEMENT BUTT JOINTS | | |
0050 203.2001 4334.000 M3 | 7.00000 30338.00| 11.00000 47674.00| 12.00000 52008.00
COMMON EXCAVATION - PLAN QUANTITY | | |
0060 203.202 10600.000 M | 8.75000 92750.00| 7.00000 74200.00| 5.00000 53000.00
INSLOPE EXCAVATION | | |
0070 203.203 10550.000 M | 8.75000 92312.50| 9.00000 94950.00| 11.00000 116050.00
DITCH EXCAVATION | | |
0080 203.204 8050.000 M | 15.00000 120750.00| 15.00000 120750.00| 22.00000 177100.00
NEW DITCH EXCAVATION | | |
0090 203.21 1930.000 M3 | 40.00000 77200.00| 60.00000 115800.00| 34.00000 65620.00
ROCK EXCAVATION | | |
0100 206.07 50.000 M3 | 150.00000 7500.00| 200.00000 10000.00| 100.00000 5000.00
STRUCTURAL ROCK EXCAVATION - DRAINAGE | | |
AND MINOR STRUCTURES | | |
0110 304.104 31050.000 M3 | 15.00000 465750.00| 19.50000 605475.00| 25.00000 776250.00
AGGREGATE SUBBASE COURSE - GRAVEL (PLAN | | |
QUANTITY) | | |
LETTING DATE : 08/28/02 MAINE DEPARTMENT OF TRANSPORTATION DATE : 12/10/02
PAGE : 2
LOCATION : TABULATION OF BIDS
CONTRACT ID : 010217.00
=========
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|( 1 ) 000059 |( 2 ) 000855 |( 3 ) 000403
|PIKE INDUSTRIES, INC. |BRIDGECORP |PRATT & SONS INC.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0120 307.50 151596.000 M2 | 4.70000 712501.20| 5.90000 894416.40| 8.15000 1235507.40
PLANT MIX RECYCLED ASPHALT PAVEMENT | | |
0130 403.208 16700.000 MG | 42.00000 701400.00| 44.00000 734800.00| 45.50000 759850.00
HOT MIX ASPHALT 12.5 MM, SURFACE | | |
0140 403.209 400.000 MG | 95.00000 38000.00| 125.00000 50000.00| 103.00000 41200.00
HOT MIX ASPHALT 9.5 MM(SIDEWALKS,DRIVES | | |
INCIDENTAL ) | | |
0150 403.210 12300.000 MG | 42.00000 516600.00| 44.00000 541200.00| 45.50000 559650.00
HOT MIX ASPHALT 9.5 MM NOMINAL MAX SIZE | | |
0160 403.211 800.000 MG | 42.00000 33600.00| 44.00000 35200.00| 45.50000 36400.00
HOT MIX ASPHALT (SHIM) | | |
0170 409.15 14200.000 L | 1.00000 14200.00| 1.25000 17750.00| 1.00000 14200.00
BITUMINOUS TACK COAT APPLIED | | |
0180 411.10 230.000 M3 | 40.00000 9200.00| 60.00000 13800.00| 60.00000 13800.00
UNTREATED AGGREGATE SURFACE COURSE | | |
(TRUCK MEASURE) | | |
0190 603.16 500.000 M | 95.00000 47500.00| 68.00000 34000.00| 63.00000 31500.00
375 MM CULVERT PIPE OPTION I | | |
0200 603.169 460.000 M | 120.00000 55200.00| 125.00000 57500.00| 230.00000 105800.00
375 MM CULVERT PIPE OPTION III | | |
0210 603.17 40.000 M | 100.00000 4000.00| 60.00000 2400.00| 73.00000 2920.00
450 MM CULVERT PIPE OPTION I | | |
0220 603.179 520.000 M | 130.00000 67600.00| 135.00000 70200.00| 220.00000 114400.00
450 MM CULVERT PIPE OPTION III | | |
0230 603.199 220.000 M | 140.00000 30800.00| 155.00000 34100.00| 253.00000 55660.00
600 MM CULVERT PIPE OPTION III | | |
0240 603.209 17.000 M | 150.00000 2550.00| 345.00000 5865.00| 245.00000 4165.00
750 MM CULVERT PIPE OPTION III | | |
0250 603.219 34.000 M | 280.00000 9520.00| 370.00000 12580.00| 325.00000 11050.00
900 MM CULVERT PIPE OPTION III | | |
0260 603.229 11.000 M | 750.00000 8250.00| 590.00000 6490.00| 800.00000 8800.00
1050 MM CULVERT PIPE OPTION III | | |
0270 603.235 37.000 M | 350.00000 12950.00| 480.00000 17760.00| 375.00000 13875.00
1200 MM REINFORCED CONCRETE PIPE CLASS | | |
III | | |
0280 603.275 57.000 M | 425.00000 24225.00| 650.00000 37050.00| 520.00000 29640.00
1800 MM RCP CLASS III | | |
0290 604.092 20.000 EA | 1500.00000 30000.00| 1900.00000 38000.00| 2000.00000 40000.00
CATCH BASIN TYPE B1-C | | |
0300 604.244 3.000 EA | 800.00000 2400.00| 1650.00000 4950.00| 1300.00000 3900.00
CATCH BASIN TYPE F4 | | |
LETTING DATE : 08/28/02 MAINE DEPARTMENT OF TRANSPORTATION DATE : 12/10/02
PAGE : 3
LOCATION : TABULATION OF BIDS
CONTRACT ID : 010217.00
=========
====================================================================================================================================
|( 1 ) 000059 |( 2 ) 000855 |( 3 ) 000403
|PIKE INDUSTRIES, INC. |BRIDGECORP |PRATT & SONS INC.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0310 605.09 2550.000 M | 45.00000 114750.00| 40.00000 102000.00| 76.00000 193800.00
150 MM UNDERDRAIN TYPE B | | |
0320 605.10 110.000 M | 55.00000 6050.00| 48.00000 5280.00| 62.00000 6820.00
150 MM UNDERDRAIN OUTLET | | |
0330 605.11 286.000 M | 50.00000 14300.00| 68.00000 19448.00| 93.00000 26598.00
300 MM UNDERDRAIN TYPE C | | |
0340 605.12 333.000 M | 60.00000 19980.00| 68.00000 22644.00| 95.00000 31635.00
375 MM UNDERDRAIN TYPE C | | |
0350 605.13 421.000 M | 70.00000 29470.00| 72.00000 30312.00| 103.00000 43363.00
450 MM UNDERDRAIN TYPE C | | |
0360 606.17 2280.000 M | 37.00000 84360.00| 42.00000 95760.00| 37.00000 84360.00
GUARDRAIL TYPE 3B - SINGLE RAIL | | |
0370 606.1732 4.000 EA | 625.00000 2500.00| 720.00000 2880.00| 630.00000 2520.00
BRIDGE CONNECTION TYPE 2 | | |
0380 606.22 100.000 M | 40.00000 4000.00| 48.00000 4800.00| 42.00000 4200.00
GUARDRAIL TYPE 3B - OVER 4.5 M RADIUS | | |
0390 606.265 13.000 EA | 37.00000 481.00| 42.00000 546.00| 37.00000 481.00
TERMINAL END - SINGLE RAIL - GALVANIZED | | |
STEEL | | |
0400 606.35 130.000 EA | 35.00000 4550.00| 35.00000 4550.00| 32.00000 4160.00
GUARDRAIL DELINEATOR POST | | |
0410 606.47 35.000 EA | 40.00000 1400.00| 48.00000 1680.00| 42.00000 1470.00
SINGLE WOOD POST | | |
0420 606.51 10.000 EA | 275.00000 2750.00| 300.00000 3000.00| 265.00000 2650.00
MULTIPLE MAILBOX SUPPORT | | |
0430 606.752 28.000 EA | 850.00000 23800.00| 1000.00000 28000.00| 650.00000 18200.00
WIDEN SHOULDER FOR MODIFIED ECCENTRIC | | |
LOADER TERMINAL | | |
0440 606.76 28.000 EA | 1350.00000 37800.00| 1550.00000 43400.00| 1400.00000 39200.00
MODIFIED ECCENTRIC LOADER TERMINAL | | |
0450 607.295 95.000 M2 | 300.00000 28500.00| 125.00000 11875.00| 100.00000 9500.00
EXTEND STONE WALL | | |
0460 609.31 3800.000 M | 12.00000 45600.00| 18.00000 68400.00| 7.40000 28120.00
CURB TYPE 3 | | |
0470 610.08 600.000 M3 | 45.00000 27000.00| 60.00000 36000.00| 68.00000 40800.00
PLAIN RIPRAP | | |
0480 610.18 1100.000 M3 | 50.00000 55000.00| 60.00000 66000.00| 56.00000 61600.00
STONE DITCH PROTECTION | | |
0490 613.319 39500.000 M2 | 1.25000 49375.00| 1.85000 73075.00| 1.30000 51350.00
EROSION CONTROL BLANKET | | |
0500 615.07 100.000 M3 | 45.00000 4500.00| 60.00000 6000.00| 65.00000 6500.00
LOAM | | |
LETTING DATE : 08/28/02 MAINE DEPARTMENT OF TRANSPORTATION DATE : 12/10/02
PAGE : 4
LOCATION : TABULATION OF BIDS
CONTRACT ID : 010217.00
=========
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|( 1 ) 000059 |( 2 ) 000855 |( 3 ) 000403
|PIKE INDUSTRIES, INC. |BRIDGECORP |PRATT & SONS INC.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0510 617.381 100.000 M3 | 35.00000 3500.00| 70.00000 7000.00| 84.00000 8400.00
EROSION CONTROL MIX | | |
0520 618.1401 1505.000 UN | 12.80000 19264.00| 15.00000 22575.00| 13.00000 19565.00
SEEDING METHOD NUMBER 2 - PLAN QUANTITY | | |
0530 619.1201 1505.000 UN | 6.00000 9030.00| 7.00000 10535.00| 6.00000 9030.00
MULCH - PLAN QUANTITY | | |
0540 620.58 5600.000 M2 | 1.25000 7000.00| 3.70000 20720.00| 1.70000 9520.00
EROSION CONTROL GEOTEXTILE | | |
0550 621.037 5.000 EA | 200.00000 1000.00| 235.00000 1175.00| 205.00000 1025.00
EVERGREEN TREES (1500 MM - 1800 MM) | | |
GROUP A | | |
0560 621.261 5.000 EA | 340.00000 1700.00| 390.00000 1950.00| 342.00000 1710.00
LARGE DECIDUOUS TREES (3000 MM - 3600 | | |
MM) GROUP A | | |
0570 621.54 10.000 EA | 70.00000 700.00| 75.00000 750.00| 69.00000 690.00
DECIDUOUS SHRUBS (450 MM - 600 MM) | | |
GROUP A | | |
0580 627.76 LUMP| 5500.00000 5500.00| 10000.00000 10000.00| 14500.00000 14500.00
TEMPORARY PAVEMENT MARKING LINE, WHITE | | |
OR YELLOW | | |
0590 629.05 50.000 MH | 35.00000 1750.00| 21.00000 1050.00| 35.00000 1750.00
HAND LABOR, STRAIGHT TIME | | |
0600 631.10 30.000 HR | 50.00000 1500.00| 27.00000 810.00| 38.00000 1140.00
AIR COMPRESSOR (INCLUDING OPERATOR) | | |
0610 631.11 30.000 HR | 50.00000 1500.00| 27.00000 810.00| 38.00000 1140.00
AIR TOOL (INCLUDING OPERATOR) | | |
0620 631.12 125.000 HR | 125.00000 15625.00| 100.00000 12500.00| 102.00000 12750.00
ALL PURPOSE EXCAVATOR (INCLUDING | | |
OPERATOR) | | |
0630 631.14 30.000 HR | 125.00000 3750.00| 95.00000 2850.00| 156.00000 4680.00
GRADER (INCLUDING OPERATOR) | | |
0640 631.172 250.000 HR | 50.00000 12500.00| 50.00000 12500.00| 42.00000 10500.00
TRUCK - LARGE (INCLUDING OPERATOR) | | |
0650 631.18 15.000 HR | 65.00000 975.00| 25.00000 375.00| 38.00000 570.00
CHAIN SAW RENTAL (INCLUDING OPERATOR) | | |
0660 631.20 20.000 HR | 45.00000 900.00| 120.00000 2400.00| 110.00000 2200.00
STUMP CHIPPER (INCLUDING OPERATOR) | | |
0670 631.32 30.000 HR | 175.00000 5250.00| 175.00000 5250.00| 165.00000 4950.00
CULVERT CLEANER (INCLUDING OPERATOR) | | |
0680 639.18 1.000 EA | 8000.00000 8000.00| 8500.00000 8500.00| 11000.00000 11000.00
FIELD OFFICE TYPE A | | |
LETTING DATE : 08/28/02 MAINE DEPARTMENT OF TRANSPORTATION DATE : 12/10/02
PAGE : 5
LOCATION : TABULATION OF BIDS
CONTRACT ID : 010217.00
=========
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|( 1 ) 000059 |( 2 ) 000855 |( 3 ) 000403
|PIKE INDUSTRIES, INC. |BRIDGECORP |PRATT & SONS INC.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0690 652.31 25.000 EA | 65.00000 1625.00| 75.00000 1875.00| 55.00000 1375.00
TYPE I BARRICADE | | |
0700 652.33 200.000 EA | 50.00000 10000.00| 65.00000 13000.00| 75.00000 15000.00
DRUM | | |
0710 652.34 250.000 EA | 15.00000 3750.00| 18.00000 4500.00| 14.00000 3500.00
CONE | | |
0720 652.35 240.000 M2 | 50.00000 12000.00| 65.00000 15600.00| 109.00000 26160.00
CONSTRUCTION SIGNS | | |
0730 652.361 300.000 LS | 98750.00000 98750.00| 10500.00000 10500.00| 40000.00000 40000.00
MAINTENANCE OF TRAFFIC CONTROL DEVICES | | |
0740 652.38 14400.000 MH | 14.00000 201600.00| 7.00000 100800.00| 14.50000 208800.00
FLAGGER | | |
0750 656.75 LUMP| 45000.00000 45000.00| 30000.00000 30000.00| 97000.00000 97000.00
TEMPORARY SOIL EROSION AND WATER | | |
POLLUTION CONTROL | | |
0760 659.10 LUMP| 360000.00000 360000.00| 1300000.00000 1300000.00| 523000.00000 523000.00
MOBILIZATION | | |
0770 660.21 3000.000 MH | 1.00000 3000.00| 0.01000 30.00| 1.00000 3000.00
ON-THE-JOB TRAINING (BID) | | |
SECTION TOTALS | $ 4,643,106.70| $ 5,943,100.40| $ 6,051,257.40
------------------------------------------+----------------------------+----------------------------+-------------------------------
CONTRACT TOTALS | $ 4,643,106.70| $ 5,943,100.40| $ 6,051,257.40
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