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LETTING DATE : 04/17/02 MAINE DEPARTMENT OF TRANSPORTATION DATE : 12/10/02
PAGE : 1
LOCATION : MILBRIDGE TABULATION OF BIDS
HARRINGTON
CHERRYFIELD CONTRACT ID : 010202.00 COMPLETION DATE : 10/30/02
JONESBORO =========
PROJECT(S): STP-1020(200)X COUNTIE(S) : WASHINGTON MAINE STATE DEPARTMENT OF TRANSPORTATION
STP-1057(700)X
STP-1057(900)X A TRUE COPY : __________________________
OTHERS
TITLE : __________________________
ATTEST : ____________________________ CONTRACT DESCRIPTION : CHIP NOTARY PUBLIC
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TOTAL % OVER
RANK VENDOR NO./NAME BID LOW BID
--------------------------------------------------------------------------------------------------------------------------
1 000022 THE LANE CONSTRUCTION CORP. $ 2,470,699.48 100.0000%
2 000010 THOMAS DICENZO, INC. $ 2,663,555.45 107.8057%
3 000855 BRIDGECORP $ 2,822,154.57 114.2249%
====================================================================================================================================
|( 1 ) 000022 |( 2 ) 000010 |( 3 ) 000855
|THE LANE CONSTRUCTION CORP. |THOMAS DICENZO, INC. |BRIDGECORP
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0001 HIGHWAY ITEMS
| | |
0010 202.203 2028.000 M2 | 7.00000 14196.00| 10.00000 20280.00| 9.00000 18252.00
PAVEMENT BUTT JOINTS | | |
0020 203.2021 4379.000 M | 7.00000 30653.00| 7.00000 30653.00| 9.00000 39411.00
INSLOPE REHABILITATION | | |
0030 203.203 6584.000 M | 7.00000 46088.00| 10.00000 65840.00| 10.50000 69132.00
DITCH EXCAVATION | | |
0040 203.26 50.000 M3 | 15.00000 750.00| 20.00000 1000.00| 50.00000 2500.00
GRAVEL BORROW | | |
0050 204.41 3583.000 M2 | 5.20000 18631.60| 6.00000 21498.00| 3.00000 10749.00
REHABILITATION OF EXISTING SHOULDERS, | | |
PLAN QUANTITY | | |
0060 205.41 21818.000 M2 | 17.60000 383996.80| 12.00000 261816.00| 24.00000 523632.00
RECONSTRUCTION OF EXISTING SHOULDER | | |
PLAN QUANTITY | | |
0070 304.103 1000.000 M3 | 16.00000 16000.00| 15.00000 15000.00| 18.00000 18000.00
AGGREGATE SUBBASE - GRAVEL (TRUCK | | |
MEASURE) | | |
0080 307.32 45770.000 M2 | 1.85000 84674.50| 3.50000 160195.00| 1.85000 84674.50
COLD IN-PLACE RECYCLED MATERIAL | | |
(UNTREATED) TRAVELWAY | | |
0090 403.209 95.000 MG | 85.00000 8075.00| 92.00000 8740.00| 120.00000 11400.00
HOT MIX ASPHALT 9.5 MM(SIDEWALKS,DRIVES | | |
INCIDENTAL ) | | |
LETTING DATE : 04/17/02 MAINE DEPARTMENT OF TRANSPORTATION DATE : 12/10/02
PAGE : 2
LOCATION : MILBRIDGE TABULATION OF BIDS
HARRINGTON
CHERRYFIELD CONTRACT ID : 010202.00
JONESBORO =========
====================================================================================================================================
|( 1 ) 000022 |( 2 ) 000010 |( 3 ) 000855
|THE LANE CONSTRUCTION CORP. |THOMAS DICENZO, INC. |BRIDGECORP
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0100 403.210 8281.530 MG | 44.00000 364387.32| 46.00000 380950.38| 44.00000 364387.32
HOT MIX ASPHALT 9.5 MM NOMINAL MAX SIZE | | |
0110 403.211 965.000 MG | 43.85000 42315.25| 46.00000 44390.00| 43.85000 42315.25
HOT MIX ASPHALT (SHIM) | | |
0120 403.213 5278.000 MG | 43.85000 231440.30| 46.00000 242788.00| 43.85000 231440.30
HOT MIX ASPHALT 12.5 MM, BASE | | |
0130 409.15 9260.000 L | 1.30000 12038.00| 1.40000 12964.00| 1.50000 13890.00
BITUMINOUS TACK COAT APPLIED | | |
0140 411.10 82.000 M3 | 15.00000 1230.00| 16.00000 1312.00| 68.00000 5576.00
UNTREATED AGGREGATE SURFACE COURSE | | |
(TRUCK MEASURE) | | |
0150 502.21 19.000 M3 | 850.00000 16150.00| 850.00000 16150.00| 500.00000 9500.00
STRUCTURAL CONCRETE, ABUTMENTS AND | | |
RETAINING WALLS | | |
0160 502.325 LUMP| 79500.00000 79500.00| 79500.00000 79500.00| 60000.00000 60000.00
STRUCTURAL CONCRETE CULVERT INVERT | | |
LINING | | |
0170 503.12 1186.000 KG | 2.00000 2372.00| 1.50000 1779.00| 1.50000 1779.00
REINFORCING STEEL, FABRICATED AND | | |
DELIVERED | | |
0180 503.13 1186.000 KG | 6.00000 7116.00| 5.00000 5930.00| 3.00000 3558.00
REINFORCING STEEL, PLACING | | |
0190 508.13 110.000 LS | 2000.00000 2000.00| 1000.00000 1000.00| 1500.00000 1500.00
MEMBRANE WATERPROOFING | | |
0200 534.70 24.000 LS | 75000.00000 75000.00| 70800.00000 70800.00| 77000.00000 77000.00
PRECAST STRUCTURAL CONCRETE ARCH | | |
0210 603.16 47.000 M | 85.00000 3995.00| 80.00000 3760.00| 60.00000 2820.00
375 MM CULVERT PIPE OPTION I | | |
0220 603.169 381.000 M | 120.00000 45720.00| 130.00000 49530.00| 180.00000 68580.00
375 MM CULVERT PIPE OPTION III | | |
0230 603.17 43.000 M | 120.00000 5160.00| 120.00000 5160.00| 75.00000 3225.00
450 MM CULVERT PIPE OPTION I | | |
0240 603.179 97.000 M | 150.00000 14550.00| 160.00000 15520.00| 325.00000 31525.00
450 MM CULVERT PIPE OPTION III | | |
0250 603.199 86.000 M | 170.00000 14620.00| 170.00000 14620.00| 400.00000 34400.00
600 MM CULVERT PIPE OPTION III | | |
0260 603.209 22.000 M | 225.00000 4950.00| 260.00000 5720.00| 590.00000 12980.00
750 MM CULVERT PIPE OPTION III | | |
0270 604.09 31.000 EA | 1500.00000 46500.00| 1800.00000 55800.00| 1600.00000 49600.00
CATCH BASIN TYPE B1 | | |
0280 604.092 6.000 EA | 1500.00000 9000.00| 1800.00000 10800.00| 1600.00000 9600.00
CATCH BASIN TYPE B1-C | | |
LETTING DATE : 04/17/02 MAINE DEPARTMENT OF TRANSPORTATION DATE : 12/10/02
PAGE : 3
LOCATION : MILBRIDGE TABULATION OF BIDS
HARRINGTON
CHERRYFIELD CONTRACT ID : 010202.00
JONESBORO =========
====================================================================================================================================
|( 1 ) 000022 |( 2 ) 000010 |( 3 ) 000855
|THE LANE CONSTRUCTION CORP. |THOMAS DICENZO, INC. |BRIDGECORP
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0290 604.161 2.000 EA | 600.00000 1200.00| 1500.00000 3000.00| 550.00000 1100.00
ALTERING CATCH BASIN | | |
0300 604.164 2.000 EA | 1400.00000 2800.00| 1100.00000 2200.00| 1000.00000 2000.00
REBUILDING CATCH BASIN | | |
0310 605.09 1754.000 M | 65.00000 114010.00| 70.00000 122780.00| 72.00000 126288.00
150 MM UNDERDRAIN TYPE B | | |
0320 605.12 1029.000 M | 82.00000 84378.00| 92.00000 94668.00| 92.00000 94668.00
375 MM UNDERDRAIN TYPE C | | |
0330 606.17 3351.000 M | 32.00000 107232.00| 33.60000 112593.60| 38.50000 129013.50
GUARDRAIL TYPE 3B - SINGLE RAIL | | |
0340 606.21 156.100 M | 36.00000 5619.60| 37.80000 5900.58| 43.50000 6790.35
GUARDRAIL TYPE 3B - 4.5 M RADIUS OR LES | | |
0350 606.22 95.300 M | 36.00000 3430.80| 37.80000 3602.34| 43.50000 4145.55
GUARDRAIL TYPE 3B - OVER 4.5 M RADIUS | | |
0360 606.265 34.000 EA | 25.00000 850.00| 26.25000 892.50| 30.00000 1020.00
TERMINAL END - SINGLE RAIL - GALVANIZED | | |
STEEL | | |
0370 606.35 141.000 EA | 25.00000 3525.00| 26.25000 3701.25| 30.00000 4230.00
GUARDRAIL DELINEATOR POST | | |
0380 606.752 60.000 EA | 650.00000 39000.00| 800.00000 48000.00| 1000.00000 60000.00
WIDEN SHOULDER FOR MODIFIED ECCENTRIC | | |
LOADER TERMINAL | | |
0390 606.76 60.000 EA | 1000.00000 60000.00| 1100.00000 66000.00| 1200.00000 72000.00
MODIFIED ECCENTRIC LOADER TERMINAL | | |
0400 609.31 2547.000 M | 12.50000 31837.50| 15.00000 38205.00| 20.00000 50940.00
CURB TYPE 3 | | |
0410 610.08 540.000 M3 | 55.00000 29700.00| 35.00000 18900.00| 25.00000 13500.00
PLAIN RIPRAP | | |
0420 613.319 8941.000 M2 | 1.90000 16987.90| 1.40000 12517.40| 1.50000 13411.50
EROSION CONTROL BLANKET | | |
0430 615.07 160.000 M3 | 20.00000 3200.00| 23.00000 3680.00| 35.00000 5600.00
LOAM | | |
0440 618.1301 42.500 UN | 35.00000 1487.50| 37.00000 1572.50| 23.00000 977.50
SEEDING METHOD NUMBER 1 - PLAN QUANTITY | | |
0450 618.1401 439.400 UN | 14.65000 6437.21| 17.00000 7469.80| 18.00000 7909.20
SEEDING METHOD NUMBER 2 - PLAN QUANTITY | | |
0460 619.1201 481.900 UN | 8.00000 3855.20| 9.00000 4337.10| 14.00000 6746.60
MULCH - PLAN QUANTITY | | |
0470 620.58 656.000 M2 | 2.50000 1640.00| 2.50000 1640.00| 3.00000 1968.00
EROSION CONTROL GEOTEXTILE | | |
0480 627.76 LUMP| 10000.00000 10000.00| 10000.00000 10000.00| 4200.00000 4200.00
TEMPORARY PAVEMENT MARKING LINE, WHITE | | |
OR YELLOW | | |
LETTING DATE : 04/17/02 MAINE DEPARTMENT OF TRANSPORTATION DATE : 12/10/02
PAGE : 4
LOCATION : MILBRIDGE TABULATION OF BIDS
HARRINGTON
CHERRYFIELD CONTRACT ID : 010202.00
JONESBORO =========
====================================================================================================================================
|( 1 ) 000022 |( 2 ) 000010 |( 3 ) 000855
|THE LANE CONSTRUCTION CORP. |THOMAS DICENZO, INC. |BRIDGECORP
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0490 629.05 85.000 MH | 25.00000 2125.00| 25.00000 2125.00| 22.00000 1870.00
HAND LABOR, STRAIGHT TIME | | |
0500 631.12 125.000 HR | 85.00000 10625.00| 65.00000 8125.00| 100.00000 12500.00
ALL PURPOSE EXCAVATOR (INCLUDING | | |
OPERATOR) | | |
0510 631.14 95.000 HR | 80.00000 7600.00| 50.00000 4750.00| 85.00000 8075.00
GRADER (INCLUDING OPERATOR) | | |
0520 631.172 220.000 HR | 40.00000 8800.00| 40.00000 8800.00| 40.00000 8800.00
TRUCK - LARGE (INCLUDING OPERATOR) | | |
0530 631.18 75.000 HR | 30.00000 2250.00| 28.00000 2100.00| 25.00000 1875.00
CHAIN SAW RENTAL (INCLUDING OPERATOR) | | |
0540 631.32 40.000 HR | 125.00000 5000.00| 100.00000 4000.00| 140.00000 5600.00
CULVERT CLEANER (INCLUDING OPERATOR) | | |
0550 639.18 1.000 EA | 5000.00000 5000.00| 6000.00000 6000.00| 4000.00000 4000.00
FIELD OFFICE TYPE A | | |
0560 639.21 LUMP| 1000.00000 1000.00| 2500.00000 2500.00| 1000.00000 1000.00
TESTING FACILITIES SOILS | | |
0570 652.39 LUMP| 130000.00000 130000.00| 100000.00000 100000.00| 70000.00000 70000.00
WORK ZONE TRAFFIC CONTROL | | |
0580 656.75 LUMP| 30000.00000 30000.00| 85000.00000 85000.00| 14500.00000 14500.00
TEMPORARY SOIL EROSION AND WATER | | |
POLLUTION CONTROL | | |
0590 659.10 LUMP| 160000.00000 160000.00| 275000.00000 275000.00| 286000.00000 286000.00
MOBILIZATION | | |
SECTION TOTALS | $ 2,470,699.48| $ 2,663,555.45| $ 2,822,154.57
------------------------------------------+----------------------------+----------------------------+-------------------------------
CONTRACT TOTALS | $ 2,470,699.48| $ 2,663,555.45| $ 2,822,154.57
====================================================================================================================================