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LETTING DATE : 09/06/00 MAINE DEPARTMENT OF TRANSPORTATION DATE : 12/05/01
PAGE : 1
LOCATION : HARTFORD TABULATION OF BIDS
CONTRACT ID : 009182.00
=========
COMPLETION DATE : 08/03/01
PROJECT(S): 009182.00 COUNTIE(S) : OXFORD MAINE STATE DEPTARTMENT OF TRANSPORTATION
A TRUE COPY : __________________________
TITLE : __________________________
CONTRACT DESCRIPTION : RURAL HIGHWAY REHABILITATION ATTEST : _______________________________
NOTARY PUBLIC
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TOTAL % OVER
RANK VENDOR NO./NAME BID LOW BID
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1 000403 PRATT & SONS INC. $ 1,593,987.36 100.0000%
2 000063 WYMAN & SIMPSON, INC. $ 1,759,919.41 110.4099%
3 000855 BRIDGECORP $ 1,797,350.47 112.7581%
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|( 1 ) 000403 |( 2 ) 000063 |( 3 ) 000855
|PRATT & SONS INC. |WYMAN & SIMPSON, INC. |BRIDGECORP
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| 18000.00000 18000.00| 85000.00000 85000.00| 185000.00000 185000.00
TEMPORARY SOIL EROSION AND WATER | | |
POLLUTION CONTROL | | |
0020 201.24 1.000 EA | 100.00000 100.00| 75.00000 75.00| 100.00000 100.00
REMOVING STUMP | | |
0030 203.20 9050.000 M3 | 6.70000 60635.00| 7.70000 69685.00| 14.00000 126700.00
COMMON EXCAVATION | | |
0040 203.202 6800.000 M | 5.40000 36720.00| 7.25000 49300.00| 4.00000 27200.00
INSLOPE EXCAVATION | | |
0050 203.203 4050.000 M | 10.80000 43740.00| 21.00000 85050.00| 7.00000 28350.00
DITCH EXCAVATION | | |
0060 203.21 1325.000 M3 | 24.70000 32727.50| 31.00000 41075.00| 17.00000 22525.00
ROCK EXCAVATION | | |
0070 203.25 25.000 M3 | 13.00000 325.00| 20.00000 500.00| 25.00000 625.00
GRANULAR BORROW | | |
0080 206.07 100.000 M3 | 91.00000 9100.00| 120.00000 12000.00| 80.00000 8000.00
STRUCTURAL ROCK EXCAVATION - DRAINAGE | | |
AND MINOR STRUCTURES | | |
0090 304.104 6625.000 M3 | 19.20000 127200.00| 16.70000 110637.50| 18.00000 119250.00
AGGREGATE SUBBASE COURSE - GRAVEL (PLAN | | |
QUANTITY) | | |
0100 307.32 44000.000 M2 | 2.80000 123200.00| 3.20000 140800.00| 2.00000 88000.00
COLD IN-PLACE RECYCLED MATERIAL | | |
(UNTREATED) TRAVELWAY | | |
LETTING DATE : 09/06/00 MAINE DEPARTMENT OF TRANSPORTATION DATE : 12/05/01
PAGE : 2
LOCATION : HARTFORD TABULATION OF BIDS
CONTRACT ID : 009182.00
=========
====================================================================================================================================
|( 1 ) 000403 |( 2 ) 000063 |( 3 ) 000855
|PRATT & SONS INC. |WYMAN & SIMPSON, INC. |BRIDGECORP
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0110 403.207 7400.000 MG | 41.50000 307100.00| 43.00000 318200.00| 50.00000 370000.00
HOT MIX ASPHALT 19.0 MM NOMINAL MAX SIZ | | |
0120 403.208 4875.000 MG | 43.10000 210112.50| 45.00000 219375.00| 50.00000 243750.00
HOT MIX ASPHALT 12.5 MM NOMINAL MAX SIZ | | |
0130 403.209 10.000 MG | 84.10000 841.00| 87.00000 870.00| 120.00000 1200.00
HOT MIX ASPHALT 9.5 MM(SIDEWALKS,DRIVES | | |
INCIDENTAL ) | | |
0140 403.211 200.000 MG | 47.30000 9460.00| 49.00000 9800.00| 70.00000 14000.00
HOT MIX ASPHALT (SHIM) | | |
0150 409.15 3980.000 L | 0.80000 3184.00| 1.00000 3980.00| 1.00000 3980.00
BITUMINOUS TACK COAT APPLIED | | |
0160 411.09 200.000 M3 | 37.80000 7560.00| 20.00000 4000.00| 28.00000 5600.00
UNTREATED AGGREGATE SURFACE COURSE | | |
0170 511.07 LUMP| 3500.00000 3500.00| 1000.00000 1000.00| 200.00000 200.00
COFFERDAM: | | |
0180 534.71 19.000 LS | 22000.00000 22000.00| 25000.00000 25000.00| 28000.00000 28000.00
PRECAST CONCRETE BOX CULVERT | | |
0190 603.16 51.200 M | 52.50000 2688.00| 62.00000 3174.40| 86.00000 4403.20
375 MM CULVERT PIPE OPTION I | | |
0200 603.17 14.600 M | 66.80000 975.28| 98.00000 1430.80| 105.00000 1533.00
450 MM CULVERT PIPE OPTION I | | |
0210 603.179 328.700 M | 215.00000 70670.50| 106.00000 34842.20| 205.00000 67383.50
450 MM CULVERT PIPE OPTION III | | |
0220 603.199 45.000 M | 275.00000 12375.00| 124.00000 5580.00| 225.00000 10125.00
600 MM CULVERT PIPE OPTION III | | |
0230 603.219 14.000 M | 330.00000 4620.00| 165.00000 2310.00| 305.00000 4270.00
900 MM CULVERT PIPE OPTION III | | |
0240 603.229 48.700 M | 255.00000 12418.50| 217.00000 10567.90| 350.00000 17045.00
1050 MM CULVERT PIPE OPTION III | | |
0250 603.36 14.600 M | 435.00000 6351.00| 387.00000 5650.20| 240.00000 3504.00
1425 MM SPAN 950 MM RISE PIPE ARCH | | |
0260 603.7318 68.800 M | 135.00000 9288.00| 64.00000 4403.20| 3.00000 206.40
REMOVE & RELAY 450 MM METAL PIPE | | |
0270 603.7324 9.800 M | 171.00000 1675.80| 78.00000 764.40| 5.00000 49.00
REMOVE AND RELAY 600 MM METAL PIPE | | |
0280 605.09 61.000 M | 82.60000 5038.60| 116.00000 7076.00| 70.00000 4270.00
150 MM UNDERDRAIN TYPE B | | |
0290 605.10 6.100 M | 68.90000 420.29| 111.00000 677.10| 70.00000 427.00
150 MM UNDERDRAIN OUTLET | | |
0300 606.35 26.000 EA | 26.30000 683.80| 27.00000 702.00| 30.00000 780.00
GUARDRAIL DELINEATOR POST | | |
LETTING DATE : 09/06/00 MAINE DEPARTMENT OF TRANSPORTATION DATE : 12/05/01
PAGE : 3
LOCATION : HARTFORD TABULATION OF BIDS
CONTRACT ID : 009182.00
=========
====================================================================================================================================
|( 1 ) 000403 |( 2 ) 000063 |( 3 ) 000855
|PRATT & SONS INC. |WYMAN & SIMPSON, INC. |BRIDGECORP
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0310 606.47 12.000 EA | 26.30000 315.60| 33.00000 396.00| 35.00000 420.00
SINGLE WOOD POST | | |
0320 606.55 689.610 M | 32.60000 22481.29| 35.50000 24481.16| 37.00000 25515.57
GUARDRAIL TYPE 3 - SINGLE RAIL | | |
0330 606.60 38.100 M | 37.00000 1409.70| 35.50000 1352.55| 38.00000 1447.80
GUARDRAIL TYPE 3 - OVER 4.5 METER RADIU | | |
0340 606.752 7.000 EA | 600.00000 4200.00| 745.00000 5215.00| 1000.00000 7000.00
WIDEN SHOULDER FOR MODIFIED ECCENTRIC | | |
LOADER TERMINAL | | |
0350 606.76 7.000 EA | 1265.00000 8855.00| 1750.00000 12250.00| 1900.00000 13300.00
MODIFIED ECCENTRIC LOADER TERMINAL | | |
0360 607.291 93.000 M | 79.00000 7347.00| 225.00000 20925.00| 2.00000 186.00
REMOVE AND RESET STONE WALL | | |
0370 609.31 100.000 M | 10.50000 1050.00| 11.00000 1100.00| 17.50000 1750.00
CURB TYPE 3 | | |
0380 610.08 300.000 M3 | 53.00000 15900.00| 28.00000 8400.00| 40.00000 12000.00
PLAIN RIPRAP | | |
0390 610.18 2575.000 M3 | 42.00000 108150.00| 23.00000 59225.00| 20.00000 51500.00
STONE DITCH PROTECTION | | |
0400 612.06 60.000 M2 | 15.00000 900.00| 15.50000 930.00| 16.50000 990.00
BITUMINOUS SEALING - BLACK | | |
0410 613.319 4000.000 M2 | 1.30000 5200.00| 1.80000 7200.00| 1.00000 4000.00
TEMPORARY EROSION CONTROL BLANKET | | |
0420 615.07 250.000 M3 | 39.00000 9750.00| 27.00000 6750.00| 28.00000 7000.00
LOAM | | |
0430 618.1301 20.000 UN | 13.50000 270.00| 14.00000 280.00| 15.00000 300.00
SEEDING METHOD NUMBER 1 - PLAN QUANTITY | | |
0440 618.1401 270.000 UN | 13.40000 3618.00| 14.00000 3780.00| 15.00000 4050.00
SEEDING METHOD NUMBER 2 - PLAN QUANTITY | | |
0450 619.1201 270.000 UN | 7.20000 1944.00| 7.50000 2025.00| 8.00000 2160.00
MULCH - PLAN QUANTITY | | |
0460 620.54 1200.000 M2 | 1.70000 2040.00| 1.80000 2160.00| 1.00000 1200.00
STABILIZATION GEOTEXTILE | | |
0470 620.58 7100.000 M2 | 1.70000 12070.00| 1.30000 9230.00| 1.00000 7100.00
EROSION CONTROL GEOTEXTILE | | |
0480 627.71 12000.000 M | 0.30000 3600.00| 0.33000 3960.00| 0.35000 4200.00
100 MM WHITE PAVEMENT MARKING LINE | | |
0490 627.73 6500.000 M | 0.60000 3900.00| 0.57000 3705.00| 0.60000 3900.00
100 MM YELLOW PAVEMENT MARKING LINE | | |
0500 627.75 30.000 M2 | 22.60000 678.00| 23.50000 705.00| 25.00000 750.00
WHITE OR YELLOW PAVEMENT AND CURB | | |
MARKING | | |
LETTING DATE : 09/06/00 MAINE DEPARTMENT OF TRANSPORTATION DATE : 12/05/01
PAGE : 4
LOCATION : HARTFORD TABULATION OF BIDS
CONTRACT ID : 009182.00
=========
====================================================================================================================================
|( 1 ) 000403 |( 2 ) 000063 |( 3 ) 000855
|PRATT & SONS INC. |WYMAN & SIMPSON, INC. |BRIDGECORP
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0510 627.78 24000.000 M | 0.50000 12000.00| 0.50000 12000.00| 0.52000 12480.00
TEMPORARY 100 MM PAINTED PAVEMENT | | |
MARKING LINE, WHITE OR YELLOW | | |
0520 629.05 25.000 MH | 28.00000 700.00| 22.00000 550.00| 30.00000 750.00
HAND LABOR, STRAIGHT TIME | | |
0530 631.12 25.000 HR | 94.00000 2350.00| 85.00000 2125.00| 150.00000 3750.00
ALL PURPOSE EXCAVATOR (INCLUDING | | |
OPERATOR) | | |
0540 631.172 50.000 HR | 40.00000 2000.00| 35.00000 1750.00| 50.00000 2500.00
TRUCK - LARGE (INCLUDING OPERATOR) | | |
0550 631.32 30.000 HR | 120.00000 3600.00| 105.00000 3150.00| 150.00000 4500.00
CULVERT CLEANER (INCLUDING OPERATOR) | | |
0560 637.071 LUMP| 5500.00000 5500.00| 35000.00000 35000.00| 4700.00000 4700.00
DUST CONTROL | | |
0570 639.18 1.000 EA | 5500.00000 5500.00| 10000.00000 10000.00| 8000.00000 8000.00
FIELD OFFICE TYPE A | | |
0580 652.31 15.000 EA | 35.00000 525.00| 35.00000 525.00| 55.00000 825.00
TYPE I BARRICADE | | |
0590 652.311 30.000 EA | 35.00000 1050.00| 50.00000 1500.00| 75.00000 2250.00
TYPE II BARRICADE | | |
0600 652.33 50.000 EA | 45.00000 2250.00| 50.00000 2500.00| 62.00000 3100.00
DRUM | | |
0610 652.34 170.000 EA | 9.00000 1530.00| 15.00000 2550.00| 17.00000 2890.00
CONE | | |
0620 652.35 104.000 M2 | 81.00000 8424.00| 81.00000 8424.00| 80.00000 8320.00
CONSTRUCTION SIGNS | | |
0630 652.36 220.000 CD | 88.00000 19360.00| 25.00000 5500.00| 7.00000 1540.00
MAINTENANCE OF TRAFFIC CONTROL DEVICES | | |
0640 652.38 4500.000 MH | 14.70000 66150.00| 15.50000 69750.00| 9.00000 40500.00
FLAGGER | | |
0650 659.10 LUMP| 105660.00000 105660.00| 175000.00000 175000.00| 165000.00000 165000.00
MOBILIZATION | | |
0660 660.21 1000.000 MH | 1.00000 1000.00| 2.00000 2000.00| 1.00000 1000.00
ON-THE-JOB TRAINING (BID) | | |
SECTION TOTALS | $ 1,593,987.36| $ 1,759,919.41| $ 1,797,350.47
------------------------------------------+----------------------------+----------------------------+-------------------------------
CONTRACT TOTALS | $ 1,593,987.36| $ 1,759,919.41| $ 1,797,350.47
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