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LETTING DATE : 03/06/02 MAINE DEPARTMENT OF TRANSPORTATION DATE : 12/10/02
PAGE : 1
LOCATION : EDMUNDS TWP TABULATION OF BIDS
PERRY
EASTPORT CONTRACT ID : 010578.00 COMPLETION DATE : 07/31/02
ROBBINSTON =========
CALAIS
PROJECT(S): STP-1057(800)X COUNTIE(S) : WASHINGTON MAINE STATE DEPARTMENT OF TRANSPORTATION
NH-1058(200)E
NH-1058(300)E A TRUE COPY : __________________________
TITLE : __________________________
ATTEST : ____________________________ CONTRACT DESCRIPTION : LEVEL 2 OVERLAYS NOTARY PUBLIC
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TOTAL % OVER
RANK VENDOR NO./NAME BID LOW BID
--------------------------------------------------------------------------------------------------------------------------
1 000010 THOMAS DICENZO, INC. $ 1,418,882.95 100.0000%
2 000022 THE LANE CONSTRUCTION CORP. $ 1,478,304.37 104.1879%
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|( 1 ) 000010 |( 2 ) 000022 |( )
|THOMAS DICENZO, INC. |THE LANE CONSTRUCTION CORP. |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0001 HIGHWAY ITEMS
| | |
0010 202.203 1414.000 M2 | 10.00000 14140.00| 10.00000 14140.00|
PAVEMENT BUTT JOINTS | | |
0020 203.2001 900.000 M3 | 5.00000 4500.00| 5.95000 5355.00|
COMMON EXCAVATION - PLAN QUANTITY | | |
0030 203.202 7205.000 M | 4.80000 34584.00| 5.95000 42869.75|
INSLOPE EXCAVATION | | |
0040 203.203 10462.000 M | 5.50000 57541.00| 6.25000 65387.50|
DITCH EXCAVATION | | |
0050 203.21 1000.000 M3 | 35.00000 35000.00| 40.00000 40000.00|
ROCK EXCAVATION | | |
0060 204.41 8630.000 M2 | 4.00000 34520.00| 2.80000 24164.00|
REHABILITATION OF EXISTING SHOULDERS, | | |
PLAN QUANTITY | | |
0070 304.103 968.000 M3 | 7.00000 6776.00| 23.00000 22264.00|
AGGREGATE SUBBASE - GRAVEL (TRUCK | | |
MEASURE) | | |
0080 403.102 42.100 MG | 250.00000 10525.00| 65.00000 2736.50|
HOT MIX ASPHALT PAVEMENT - SPECIAL AREA | | |
0090 403.209 132.000 MG | 80.00000 10560.00| 85.00000 11220.00|
HOT MIX ASPHALT 9.5 MM(SIDEWALKS,DRIVES | | |
INCIDENTAL ) | | |
0100 403.210 13462.000 MG | 34.50000 464439.00| 37.25000 501459.50|
HOT MIX ASPHALT 9.5 MM NOMINAL MAX SIZE | | |
0110 403.211 6660.000 MG | 34.50000 229770.00| 37.15000 247419.00|
HOT MIX ASPHALT (SHIM) | | |
LETTING DATE : 03/06/02 MAINE DEPARTMENT OF TRANSPORTATION DATE : 12/10/02
PAGE : 2
LOCATION : EDMUNDS TWP TABULATION OF BIDS
PERRY
EASTPORT CONTRACT ID : 010578.00
ROBBINSTON =========
CALAIS
====================================================================================================================================
|( 1 ) 000010 |( 2 ) 000022 |( )
|THOMAS DICENZO, INC. |THE LANE CONSTRUCTION CORP. |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0120 403.213 676.440 MG | 34.00000 22998.96| 40.00000 27057.60|
HOT MIX ASPHALT 12.5 MM, BASE | | |
0130 409.15 19682.610 L | 1.10000 21650.87| 1.00000 19682.61|
BITUMINOUS TACK COAT APPLIED | | |
0140 411.10 100.000 M3 | 10.00000 1000.00| 22.00000 2200.00|
UNTREATED AGGREGATE SURFACE COURSE | | |
(TRUCK MEASURE) | | |
0150 504.069 24.000 EA | 120.00000 2880.00| 45.00000 1080.00|
CONCRETE PIPE TIES | | |
0160 603.16 24.400 M | 60.00000 1464.00| 100.00000 2440.00|
375 MM CULVERT PIPE OPTION I | | |
0170 603.169 30.500 M | 65.00000 1982.50| 135.00000 4117.50|
375 MM CULVERT PIPE OPTION III | | |
0180 603.17 9.100 M | 75.00000 682.50| 110.00000 1001.00|
450 MM CULVERT PIPE OPTION I | | |
0190 603.175 6.100 M | 150.00000 915.00| 305.00000 1860.50|
450 MM RCP CLASS III | | |
0200 603.179 127.900 M | 150.00000 19185.00| 155.00000 19824.50|
450 MM CULVERT PIPE OPTION III | | |
0210 603.19 6.100 M | 165.00000 1006.50| 112.00000 683.20|
600 MM CULVERT PIPE OPTION I | | |
0220 603.199 82.400 M | 165.00000 13596.00| 185.00000 15244.00|
600 MM CULVERT PIPE OPTION III | | |
0230 603.201 9.700 M | 250.00000 2425.00| 264.00000 2560.80|
750 MM CORRUGATED METAL PIPE | | |
0240 603.209 43.800 M | 230.00000 10074.00| 254.00000 11125.20|
750 MM CULVERT PIPE OPTION III | | |
0250 603.7418 9.800 M | 300.00000 2940.00| 335.00000 3283.00|
REMOVE AND RELAY 450 MM CONCRETE PIPE | | |
0260 603.7424 7.300 M | 320.00000 2336.00| 345.00000 2518.50|
REMOVE AND RELAY 600 MM CONCRETE PIPE | | |
0270 603.743 2.400 M | 400.00000 960.00| 350.00000 840.00|
REMOVE AND RELAY 750 MM CONCRETE PIPE | | |
0280 604.18 2.000 EA | 250.00000 500.00| 325.00000 650.00|
ADJUSTING MANHOLE OR CATCH BASIN TO | | |
GRADE | | |
0290 605.10 12.000 M | 30.00000 360.00| 140.00000 1680.00|
150 MM UNDERDRAIN OUTLET | | |
0300 606.17 657.200 M | 32.75000 21523.30| 31.20000 20504.64|
GUARDRAIL TYPE 3B - SINGLE RAIL | | |
0310 606.1722 2.000 EA | 840.00000 1680.00| 800.00000 1600.00|
BRIDGE TRANSITION - TYPE 2 | | |
LETTING DATE : 03/06/02 MAINE DEPARTMENT OF TRANSPORTATION DATE : 12/10/02
PAGE : 3
LOCATION : EDMUNDS TWP TABULATION OF BIDS
PERRY
EASTPORT CONTRACT ID : 010578.00
ROBBINSTON =========
CALAIS
====================================================================================================================================
|( 1 ) 000010 |( 2 ) 000022 |( )
|THOMAS DICENZO, INC. |THE LANE CONSTRUCTION CORP. |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0320 606.178 38.100 M | 15.50000 590.55| 14.80000 563.88|
GUARDRAIL BEAM | | |
0330 606.21 7.600 M | 37.90000 288.04| 36.10000 274.36|
GUARDRAIL TYPE 3B - 4.5 M RADIUS OR LES | | |
0340 606.23 255.000 M | 32.75000 8351.25| 31.20000 7956.00|
GUARDRAIL TYPE 3C - SINGLE RAIL | | |
0350 606.231 87.600 M | 37.80000 3311.28| 36.00000 3153.60|
GUARDRAIL TYPE 3C - 4.5 M RADIUS AND | | |
LESS | | |
0360 606.265 9.000 EA | 36.75000 330.75| 35.00000 315.00|
TERMINAL END - SINGLE RAIL - GALVANIZED | | |
STEEL | | |
0370 606.35 128.000 EA | 31.50000 4032.00| 30.00000 3840.00|
GUARDRAIL DELINEATOR POST | | |
0380 606.357 3802.400 M | 15.50000 58937.20| 14.80000 56275.52|
GUARDRAIL, MODIFY, TYPE 3B | | |
0390 606.367 20.000 EA | 31.50000 630.00| 30.00000 600.00|
REPLACE UNUSABLE EXISTING GUARDRAIL | | |
POSTS | | |
0400 606.752 10.000 EA | 500.00000 5000.00| 550.00000 5500.00|
WIDEN SHOULDER FOR MODIFIED ECCENTRIC | | |
LOADER TERMINAL | | |
0410 606.754 1.000 EA | 650.00000 650.00| 1025.00000 1025.00|
WIDEN SHOULDER FOR 350 END TREATMENT | | |
0420 606.76 10.000 EA | 1260.00000 12600.00| 1200.00000 12000.00|
MODIFIED ECCENTRIC LOADER TERMINAL | | |
0430 606.79 50.000 EA | 1365.00000 68250.00| 1300.00000 65000.00|
GUARDRAIL 350 FLARED TERMINAL | | |
0440 609.31 339.000 M | 15.00000 5085.00| 15.00000 5085.00|
CURB TYPE 3 | | |
0450 610.08 100.000 M3 | 35.00000 3500.00| 34.50000 3450.00|
PLAIN RIPRAP | | |
0460 610.18 190.000 M3 | 32.00000 6080.00| 29.50000 5605.00|
STONE DITCH PROTECTION | | |
0470 613.319 12554.600 M2 | 1.25000 15693.25| 1.35000 16948.71|
EROSION CONTROL BLANKET | | |
0480 618.1401 800.000 UN | 14.20000 11360.00| 11.85000 9480.00|
SEEDING METHOD NUMBER 2 - PLAN QUANTITY | | |
0490 619.1201 800.000 UN | 7.35000 5880.00| 6.45000 5160.00|
MULCH - PLAN QUANTITY | | |
0500 620.58 860.000 M2 | 2.40000 2064.00| 2.40000 2064.00|
EROSION CONTROL GEOTEXTILE | | |
LETTING DATE : 03/06/02 MAINE DEPARTMENT OF TRANSPORTATION DATE : 12/10/02
PAGE : 4
LOCATION : EDMUNDS TWP TABULATION OF BIDS
PERRY
EASTPORT CONTRACT ID : 010578.00
ROBBINSTON =========
CALAIS
====================================================================================================================================
|( 1 ) 000010 |( 2 ) 000022 |( )
|THOMAS DICENZO, INC. |THE LANE CONSTRUCTION CORP. |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0510 627.76 LUMP| 7000.00000 7000.00| 4500.00000 4500.00|
TEMPORARY PAVEMENT MARKING LINE, WHITE | | |
OR YELLOW | | |
0520 629.05 95.000 MH | 28.00000 2660.00| 18.00000 1710.00|
HAND LABOR, STRAIGHT TIME | | |
0530 631.12 200.000 HR | 68.00000 13600.00| 30.00000 6000.00|
ALL PURPOSE EXCAVATOR (INCLUDING | | |
OPERATOR) | | |
0540 631.13 30.000 HR | 75.00000 2250.00| 30.00000 900.00|
BULLDOZER (INCLUDING OPERATOR) | | |
0550 631.14 30.000 HR | 35.00000 1050.00| 30.00000 900.00|
GRADER (INCLUDING OPERATOR) | | |
0560 631.172 400.000 HR | 30.00000 12000.00| 20.00000 8000.00|
TRUCK - LARGE (INCLUDING OPERATOR) | | |
0570 631.18 35.000 HR | 25.00000 875.00| 18.00000 630.00|
CHAIN SAW RENTAL (INCLUDING OPERATOR) | | |
0580 631.32 60.000 HR | 100.00000 6000.00| 90.00000 5400.00|
CULVERT CLEANER (INCLUDING OPERATOR) | | |
0590 639.18 1.000 EA | 5000.00000 5000.00| 4000.00000 4000.00|
FIELD OFFICE TYPE A | | |
0600 652.39 LUMP| 40000.00000 40000.00| 44000.00000 44000.00|
WORK ZONE TRAFFIC CONTROL | | |
0610 656.75 LUMP| 10000.00000 10000.00| 10000.00000 10000.00|
TEMPORARY SOIL EROSION AND WATER | | |
POLLUTION CONTROL | | |
0620 659.10 LUMP| 72300.00000 72300.00| 70000.00000 70000.00|
MOBILIZATION | | |
0630 660.21 1000.000 MH | 1.00000 1000.00| 1.00000 1000.00|
ON-THE-JOB TRAINING (BID) | | |
SECTION TOTALS | $ 1,418,882.95| $ 1,478,304.37| $ 0.00
------------------------------------------+----------------------------+----------------------------+-------------------------------
CONTRACT TOTALS | $ 1,418,882.95| $ 1,478,304.37| $
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