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LETTING DATE : 04/24/02 MAINE DEPARTMENT OF TRANSPORTATION DATE : 12/10/02
PAGE : 1
LOCATION : TOPSFIELD TABULATION OF BIDS
BROOKTON TWP
CONTRACT ID : 010203.00 COMPLETION DATE : 07/31/02
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PROJECT(S): 010203.00 COUNTIE(S) : WASHINGTON MAINE STATE DEPARTMENT OF TRANSPORTATION
STP-1058(400)X
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 000010 THOMAS DICENZO, INC. $ 3,339,306.40 100.0000%
2 000022 THE LANE CONSTRUCTION CORP. $ 3,437,558.20 102.9423%
3 000855 BRIDGECORP $ 3,777,668.20 113.1273%
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|( 1 ) 000010 |( 2 ) 000022 |( 3 ) 000855
|THOMAS DICENZO, INC. |THE LANE CONSTRUCTION CORP. |BRIDGECORP
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0001 HIGHWAY ITEMS
| | |
0010 201.11 5.000 HA | 4000.00000 20000.00| 4000.00000 20000.00| 2500.00000 12500.00
CLEARING | | |
0020 202.203 560.000 M2 | 15.00000 8400.00| 14.00000 7840.00| 13.00000 7280.00
PAVEMENT BUTT JOINTS | | |
0030 203.2001 6300.000 M3 | 12.00000 75600.00| 12.00000 75600.00| 24.00000 151200.00
COMMON EXCAVATION - PLAN QUANTITY | | |
0040 203.2021 7245.000 M | 8.00000 57960.00| 9.00000 65205.00| 12.00000 86940.00
INSLOPE REHABILITATION | | |
0050 203.203 11839.000 M | 11.00000 130229.00| 13.00000 153907.00| 15.00000 177585.00
DITCH EXCAVATION | | |
0060 203.21 14246.000 M3 | 24.00000 341904.00| 24.00000 341904.00| 24.00000 341904.00
ROCK EXCAVATION | | |
0070 206.0619 50.000 M3 | 150.00000 7500.00| 150.00000 7500.00| 200.00000 10000.00
STRUCTURAL ROCK EXCAVATION - DRAINAGE | | |
AND MINOR STRUCTURES - BELOW GRADE | | |
0080 304.102 25900.000 M3 | 16.00000 414400.00| 18.00000 466200.00| 21.00000 543900.00
AGGREGATE SUBBASE COURSE - GRAVEL (PIT | | |
MEASURE) | | |
0090 307.32 84870.000 M2 | 2.10000 178227.00| 2.45000 207931.50| 2.20000 186714.00
COLD IN-PLACE RECYCLED MATERIAL | | |
(UNTREATED) TRAVELWAY | | |
0100 403.209 140.000 MG | 100.00000 14000.00| 90.00000 12600.00| 125.00000 17500.00
HOT MIX ASPHALT 9.5 MM(SIDEWALKS,DRIVES | | |
INCIDENTAL ) | | |
LETTING DATE : 04/24/02 MAINE DEPARTMENT OF TRANSPORTATION DATE : 12/10/02
PAGE : 2
LOCATION : TOPSFIELD TABULATION OF BIDS
BROOKTON TWP
CONTRACT ID : 010203.00
=========
====================================================================================================================================
|( 1 ) 000010 |( 2 ) 000022 |( 3 ) 000855
|THOMAS DICENZO, INC. |THE LANE CONSTRUCTION CORP. |BRIDGECORP
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0110 403.210 10100.000 MG | 49.00000 494900.00| 46.40000 468640.00| 46.40000 468640.00
HOT MIX ASPHALT 9.5 MM NOMINAL MAX SIZE | | |
0120 403.211 500.000 MG | 48.00000 24000.00| 46.40000 23200.00| 46.40000 23200.00
HOT MIX ASPHALT (SHIM) | | |
0130 403.213 12200.000 MG | 49.00000 597800.00| 46.40000 566080.00| 46.40000 566080.00
HOT MIX ASPHALT 12.5 MM, BASE | | |
0140 409.15 10520.000 L | 1.50000 15780.00| 1.30000 13676.00| 1.50000 15780.00
BITUMINOUS TACK COAT APPLIED | | |
0150 603.16 192.600 M | 100.00000 19260.00| 100.00000 19260.00| 55.00000 10593.00
375 MM CULVERT PIPE OPTION I | | |
0160 603.161 3.600 M | 220.00000 792.00| 230.00000 828.00| 700.00000 2520.00
375 MM CORRUGATED METAL PIPE | | |
0170 603.17 234.500 M | 145.00000 34002.50| 148.00000 34706.00| 65.00000 15242.50
450 MM CULVERT PIPE OPTION I | | |
0180 603.171 6.200 M | 210.00000 1302.00| 260.00000 1612.00| 450.00000 2790.00
450 MM CORRUGATED METAL PIPE | | |
0190 603.179 341.600 M | 175.00000 59780.00| 185.00000 63196.00| 280.00000 95648.00
450 MM CULVERT PIPE OPTION III | | |
0200 603.19 12.200 M | 195.00000 2379.00| 200.00000 2440.00| 85.00000 1037.00
600 MM CULVERT PIPE OPTION I | | |
0210 603.191 2.400 M | 240.00000 576.00| 250.00000 600.00| 980.00000 2352.00
600 MM CORRUGATED METAL PIPE | | |
0220 603.199 121.800 M | 250.00000 30450.00| 260.00000 31668.00| 500.00000 60900.00
600 MM CULVERT PIPE OPTION III | | |
0230 603.20 6.100 M | 450.00000 2745.00| 480.00000 2928.00| 150.00000 915.00
750 MM CULVERT PIPE OPTION I | | |
0240 603.201 1.800 M | 800.00000 1440.00| 800.00000 1440.00| 1300.00000 2340.00
750 MM CORRUGATED METAL PIPE | | |
0250 603.209 71.300 M | 325.00000 23172.50| 365.00000 26024.50| 325.00000 23172.50
750 MM CULVERT PIPE OPTION III | | |
0260 603.219 43.900 M | 350.00000 15365.00| 385.00000 16901.50| 480.00000 21072.00
900 MM CULVERT PIPE OPTION III | | |
0270 603.229 18.300 M | 550.00000 10065.00| 595.00000 10888.50| 400.00000 7320.00
1050 MM CULVERT PIPE OPTION III | | |
0280 603.40 18.300 M | 1600.00000 29280.00| 1700.00000 31110.00| 3000.00000 54900.00
2025 MM SPAN 1475 MM RISE PIPE ARCH | | |
OPTION III | | |
0290 604.182 2.000 EA | 300.00000 600.00| 300.00000 600.00| 200.00000 400.00
CLEAN EXISTING CATCH BASIN AND MANHOLE | | |
0300 604.249 6.000 EA | 1100.00000 6600.00| 1000.00000 6000.00| 1800.00000 10800.00
CATCH BASIN TYPE F6-C | | |
LETTING DATE : 04/24/02 MAINE DEPARTMENT OF TRANSPORTATION DATE : 12/10/02
PAGE : 3
LOCATION : TOPSFIELD TABULATION OF BIDS
BROOKTON TWP
CONTRACT ID : 010203.00
=========
====================================================================================================================================
|( 1 ) 000010 |( 2 ) 000022 |( 3 ) 000855
|THOMAS DICENZO, INC. |THE LANE CONSTRUCTION CORP. |BRIDGECORP
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0310 605.09 152.000 M | 75.00000 11400.00| 75.00000 11400.00| 105.00000 15960.00
150 MM UNDERDRAIN TYPE B | | |
0320 605.10 18.200 M | 80.00000 1456.00| 80.00000 1456.00| 70.00000 1274.00
150 MM UNDERDRAIN OUTLET | | |
0330 606.17 807.000 M | 31.00000 25017.00| 30.00000 24210.00| 35.00000 28245.00
GUARDRAIL TYPE 3B - SINGLE RAIL | | |
0340 606.21 7.600 M | 36.00000 273.60| 34.00000 258.40| 40.00000 304.00
GUARDRAIL TYPE 3B - 4.5 M RADIUS OR LES | | |
0350 606.265 1.000 EA | 37.00000 37.00| 35.00000 35.00| 40.00000 40.00
TERMINAL END - SINGLE RAIL - GALVANIZED | | |
STEEL | | |
0360 606.35 18.000 EA | 27.00000 486.00| 25.00000 450.00| 30.00000 540.00
GUARDRAIL DELINEATOR POST | | |
0370 606.47 5.000 EA | 27.00000 135.00| 25.00000 125.00| 30.00000 150.00
SINGLE WOOD POST | | |
0380 606.76 11.000 EA | 1200.00000 13200.00| 1200.00000 13200.00| 1400.00000 15400.00
MODIFIED ECCENTRIC LOADER TERMINAL | | |
0390 609.31 1014.000 M | 18.00000 18252.00| 17.00000 17238.00| 26.00000 26364.00
CURB TYPE 3 | | |
0400 610.08 230.000 M3 | 35.00000 8050.00| 36.00000 8280.00| 85.00000 19550.00
PLAIN RIPRAP | | |
0410 610.18 1000.000 M3 | 40.00000 40000.00| 41.00000 41000.00| 55.00000 55000.00
STONE DITCH PROTECTION | | |
0420 613.319 14896.400 M2 | 2.00000 29792.80| 2.00000 29792.80| 3.00000 44689.20
EROSION CONTROL BLANKET | | |
0430 618.1401 890.000 UN | 13.65000 12148.50| 14.00000 12460.00| 18.50000 16465.00
SEEDING METHOD NUMBER 2 - PLAN QUANTITY | | |
0440 619.1201 890.000 UN | 6.25000 5562.50| 7.00000 6230.00| 9.80000 8722.00
MULCH - PLAN QUANTITY | | |
0450 620.58 3810.000 M2 | 2.70000 10287.00| 2.70000 10287.00| 4.00000 15240.00
EROSION CONTROL GEOTEXTILE | | |
0460 627.76 LUMP| 22050.00000 22050.00| 10000.00000 10000.00| 5000.00000 5000.00
TEMPORARY PAVEMENT MARKING LINE, WHITE | | |
OR YELLOW | | |
0470 629.05 200.000 MH | 25.00000 5000.00| 25.00000 5000.00| 20.00000 4000.00
HAND LABOR, STRAIGHT TIME | | |
0480 631.12 175.000 HR | 90.00000 15750.00| 90.00000 15750.00| 100.00000 17500.00
ALL PURPOSE EXCAVATOR (INCLUDING | | |
OPERATOR) | | |
0490 631.132 100.000 HR | 80.00000 8000.00| 80.00000 8000.00| 85.00000 8500.00
SMALL BULLDOZER (INCLUDING OPERATOR) | | |
LETTING DATE : 04/24/02 MAINE DEPARTMENT OF TRANSPORTATION DATE : 12/10/02
PAGE : 4
LOCATION : TOPSFIELD TABULATION OF BIDS
BROOKTON TWP
CONTRACT ID : 010203.00
=========
====================================================================================================================================
|( 1 ) 000010 |( 2 ) 000022 |( 3 ) 000855
|THOMAS DICENZO, INC. |THE LANE CONSTRUCTION CORP. |BRIDGECORP
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0500 631.172 350.000 HR | 45.00000 15750.00| 45.00000 15750.00| 45.00000 15750.00
TRUCK - LARGE (INCLUDING OPERATOR) | | |
0510 631.18 75.000 HR | 30.00000 2250.00| 30.00000 2250.00| 30.00000 2250.00
CHAIN SAW RENTAL (INCLUDING OPERATOR) | | |
0520 631.32 45.000 HR | 120.00000 5400.00| 120.00000 5400.00| 100.00000 4500.00
CULVERT CLEANER (INCLUDING OPERATOR) | | |
0530 639.18 1.000 EA | 7000.00000 7000.00| 5000.00000 5000.00| 8000.00000 8000.00
FIELD OFFICE TYPE A | | |
0540 639.21 LUMP| 3500.00000 3500.00| 3500.00000 3500.00| 3000.00000 3000.00
TESTING FACILITIES SOILS | | |
0550 652.39 LUMP| 140000.00000 140000.00| 170000.00000 170000.00| 100000.00000 100000.00
WORK ZONE TRAFFIC CONTROL | | |
0560 656.75 LUMP| 30000.00000 30000.00| 40000.00000 40000.00| 15000.00000 15000.00
TEMPORARY SOIL EROSION AND WATER | | |
POLLUTION CONTROL | | |
0570 659.10 LUMP| 290000.00000 290000.00| 300000.00000 300000.00| 425000.00000 425000.00
MOBILIZATION | | |
SECTION TOTALS | $ 3,339,306.40| $ 3,437,558.20| $ 3,777,668.20
------------------------------------------+----------------------------+----------------------------+-------------------------------
CONTRACT TOTALS | $ 3,339,306.40| $ 3,437,558.20| $ 3,777,668.20
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