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LETTING DATE : 06/18/03 MAINE DEPARTMENT OF TRANSPORTATION DATE : 06/18/03
PAGE : 1
COUNTIE(S): WASHINGTON TABULATION OF BIDS
CONTRACT ID : 010553.00 COMPLETION DATE : 11/01/03
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PROJECT(S): NH-1055(300)E LOCATION(S): CALAIS MAINE STATE DEPARTMENT OF TRANSPORTATION
STP-1208(600)X CALAIS
A TRUE COPY : __________________________
TITLE : __________________________ ATTEST : ____________________________ CONTRACT DESCRIPTION : INTERSECTION IMPROVEMENT W/O SIGNAL NOTARY PUBLIC --------------------------------------------------------------------------------------------------------------------------
TOTAL % OVER
RANK VENDOR NO./NAME BID LOW BID
--------------------------------------------------------------------------------------------------------------------------
1 000010 THOMAS DICENZO, INC. $ 359,231.85 100.0000%
2 000022 THE LANE CONSTRUCTION CORP. $ 370,399.00 103.1086%
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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 201.111 LUMP| 6000.00000 6000.00| 7000.00000 7000.00|
CLEARING | | |
0020 202.202 12088.000 M2 | 2.00000 24176.00| 3.00000 36264.00|
REMOVING PAVEMENT SURFACE | | |
0030 202.203 881.000 M2 | 20.00000 17620.00| 12.00000 10572.00|
PAVEMENT BUTT JOINTS | | |
0040 203.2001 138.000 M3 | 30.00000 4140.00| 35.00000 4830.00|
COMMON EXCAVATION - PLAN QUANTITY | | |
0050 304.104 119.000 M3 | 50.00000 5950.00| 55.00000 6545.00|
AGGREGATE SUBBASE COURSE - GRAVEL (PLAN | | |
QUANTITY) | | |
0060 403.207 65.000 MG | 105.00000 6825.00| 95.00000 6175.00|
HOT MIX ASPHALT 19.0 MM NOMINAL MAX SIZ | | |
0070 403.209 88.000 MG | 120.00000 10560.00| 110.00000 9680.00|
HOT MIX ASPHALT 9.5 MM(SIDEWALKS,DRIVES | | |
INCIDENTAL ) | | |
0080 403.210 1205.000 MG | 57.00000 68685.00| 54.00000 65070.00|
HOT MIX ASPHALT 9.5 MM NOMINAL MAX SIZE | | |
0090 403.211 84.000 MG | 64.00000 5376.00| 59.00000 4956.00|
HOT MIX ASPHALT (SHIM) | | |
0100 409.15 1790.000 L | 1.60000 2864.00| 1.50000 2685.00|
BITUMINOUS TACK COAT APPLIED | | |
0110 502.56 26.000 M3 | 300.00000 7800.00| 350.00000 9100.00|
CONCRETE FILL | | |
LETTING DATE : 06/18/03 MAINE DEPARTMENT OF TRANSPORTATION DATE : 06/18/03
PAGE : 2
COUNTIE(S): WASHINGTON TABULATION OF BIDS
CONTRACT ID : 010553.00
=========
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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
------------------------------------------+----------------------------+----------------------------+-------------------------------
0120 603.219 26.000 M | 385.00000 10010.00| 400.00000 10400.00|
900 MM CULVERT PIPE OPTION III | | |
0130 604.092 2.000 EA | 2500.00000 5000.00| 2700.00000 5400.00|
CATCH BASIN TYPE B1-C | | |
0140 604.161 1.000 EA | 1000.00000 1000.00| 1200.00000 1200.00|
ALTERING CATCH BASIN | | |
0150 604.164 1.000 EA | 2400.00000 2400.00| 1600.00000 1600.00|
REBUILDING CATCH BASIN | | |
0160 604.167 9.000 EA | 900.00000 8100.00| 1000.00000 9000.00|
ALTER CATCH BASIN GRATE TO CASCADE | | |
0170 605.15 53.000 M | 175.00000 9275.00| 200.00000 10600.00|
600 MM UNDERDRAIN TYPE C | | |
0180 606.22 3.800 M | 200.00000 760.00| 50.00000 190.00|
GUARDRAIL TYPE 3B - OVER 4.5 M RADIUS | | |
0190 606.35 4.000 EA | 50.00000 200.00| 55.00000 220.00|
GUARDRAIL DELINEATOR POST | | |
0200 606.361 8.000 M | 75.00000 600.00| 75.00000 600.00|
GUARDRAIL REMOVE AND RESET TYPE 3B | | |
0210 609.11 31.000 M | 127.00000 3937.00| 110.00000 3410.00|
VERTICAL CURB TYPE 1 | | |
0220 609.31 99.000 M | 30.00000 2970.00| 18.00000 1782.00|
CURB TYPE 3 | | |
0230 609.34 93.000 M | 112.00000 10416.00| 90.00000 8370.00|
CURB TYPE 5 | | |
0240 609.38 162.000 M | 90.00000 14580.00| 70.00000 11340.00|
RESET CURB TYPE 1 | | |
0250 609.40 355.000 M | 90.00000 31950.00| 70.00000 24850.00|
RESET CURB TYPE 5 | | |
0260 609.50 193.000 M | 8.45000 1630.85| 10.00000 1930.00|
CONCRETE BASE FOR CURBING | | |
0270 610.08 3.000 M3 | 100.00000 300.00| 120.00000 360.00|
PLAIN RIPRAP | | |
0280 620.58 7.000 M2 | 5.00000 35.00| 6.00000 42.00|
EROSION CONTROL GEOTEXTILE | | |
0290 627.811 192.000 EA | 1.00000 192.00| 1.50000 288.00|
TEMPORARY BI-DIRECTIONAL YELLOW | | |
DELINEATORS | | |
0300 631.12 4.000 HR | 120.00000 480.00| 125.00000 500.00|
ALL PURPOSE EXCAVATOR (INCLUDING | | |
OPERATOR) | | |
0310 631.172 8.000 HR | 50.00000 400.00| 55.00000 440.00|
TRUCK - LARGE (INCLUDING OPERATOR) | | |
LETTING DATE : 06/18/03 MAINE DEPARTMENT OF TRANSPORTATION DATE : 06/18/03
PAGE : 3
COUNTIE(S): WASHINGTON TABULATION OF BIDS
CONTRACT ID : 010553.00
=========
====================================================================================================================================
|( 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 631.32 25.000 HR | 200.00000 5000.00| 200.00000 5000.00|
CULVERT CLEANER (INCLUDING OPERATOR) | | |
0330 652.39 LUMP| 45000.00000 45000.00| 55000.00000 55000.00|
WORK ZONE TRAFFIC CONTROL | | |
0340 656.75 LUMP| 5000.00000 5000.00| 15000.00000 15000.00|
TEMPORARY SOIL EROSION AND WATER | | |
POLLUTION CONTROL | | |
0350 659.10 LUMP| 40000.00000 40000.00| 40000.00000 40000.00|
MOBILIZATION | | |
SECTION TOTALS | $ 359,231.85| $ 370,399.00| $ 0.00
------------------------------------------+----------------------------+----------------------------+-------------------------------
CONTRACT TOTALS | $ 359,231.85| $ 370,399.00| $
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