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LETTING DATE : 01/08/03 MAINE DEPARTMENT OF TRANSPORTATION DATE : 01/09/03
PAGE : 1
LOCATION : TABULATION OF BIDS
CONTRACT ID : 010061.00 COMPLETION DATE : 10/15/03
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PROJECT(S): 8997.56 COUNTIE(S) : WASHINGTON MAINE STATE DEPARTMENT OF TRANSPORTATION
STP-1006(100)X
A TRUE COPY : __________________________
TITLE : __________________________
ATTEST : ____________________________ CONTRACT DESCRIPTION : ANDREWS MDW BRIDGE NOTARY PUBLIC
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TOTAL % OVER
RANK VENDOR NO./NAME BID LOW BID
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1 000166 HANSCOM CONSTRUCTION, INC. $ 348,946.00 100.0000%
2 000010 THOMAS DICENZO, INC. $ 351,413.00 100.7070%
3 001104 FUNDY CONTRACTORS, INC. $ 472,773.20 135.4861%
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|( 1 ) 000166 |( 2 ) 000010 |( 3 ) 001104
|HANSCOM CONSTRUCTION INC. |THOMAS DICENZO, INC. |FUNDY CONTRACTORS, INC.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0001 BRIDGE ITEMS
| | |
0010 202.19 1.000 LS | 15000.00000 15000.00| 30000.00000 30000.00| 60000.00000 60000.00
REMOVING EXISTING BRIDGE | | |
0020 203.20 490.000 M3 | 12.00000 5880.00| 16.00000 7840.00| 13.00000 6370.00
COMMON EXCAVATION | | |
0030 203.24 20.000 M3 | 22.50000 450.00| 15.00000 300.00| 20.00000 400.00
COMMON BORROW | | |
0040 203.25 570.000 M3 | 22.50000 12825.00| 5.00000 2850.00| 18.00000 10260.00
GRANULAR BORROW | | |
0050 206.061 74.000 M3 | 36.50000 2701.00| 100.00000 7400.00| 37.00000 2738.00
STRUCTURAL EARTH EXCAVATION - DRAINAGE | | |
AND MINOR STRUCTURES, BELOW GRADE | | |
0060 304.10 460.000 M3 | 25.50000 11730.00| 28.00000 12880.00| 33.00000 15180.00
AGGREGATE SUBBASE COURSE - GRAVEL | | |
0070 403.209 0.700 MG | 275.00000 192.50| 1000.00000 700.00| 330.00000 231.00
HOT MIX ASPHALT 9.5 MM(SIDEWALKS,DRIVES | | |
INCIDENTAL ) | | |
0080 403.210 74.000 MG | 134.00000 9916.00| 100.00000 7400.00| 130.00000 9620.00
HOT MIX ASPHALT 9.5 MM NOMINAL MAX SIZE | | |
0090 403.213 54.000 MG | 134.00000 7236.00| 100.00000 5400.00| 130.00000 7020.00
HOT MIX ASPHALT 12.5 MM, BASE | | |
0100 502.57 30.000 M3 | 889.00000 26670.00| 600.00000 18000.00| 860.00000 25800.00
ANNULAR SPACE GROUTING | | |
0110 509.202 17.400 LS | 48183.00000 48183.00| 45000.00000 45000.00| 73100.00000 73100.00
CULVERT SLIPLINING | | |
LETTING DATE : 01/08/03 MAINE DEPARTMENT OF TRANSPORTATION DATE : 01/09/03
PAGE : 2
LOCATION : TABULATION OF BIDS
CONTRACT ID : 010061.00
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|( 1 ) 000166 |( 2 ) 000010 |( 3 ) 001104
|HANSCOM CONSTRUCTION INC. |THOMAS DICENZO, INC. |FUNDY CONTRACTORS, INC.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0120 509.411 LUMP| 32500.00000 32500.00| 35000.00000 35000.00| 46000.00000 46000.00
ALUMINUM STRUCTURAL PLATE BOX CULVERT - | | |
STATE SUPPLIED | | |
0130 510.11 LUMP| 12000.00000 12000.00| 18000.00000 18000.00| 32500.00000 32500.00
SPECIAL DETOUR, PEDESTRIAN TRAFFIC ONLY | | |
0140 511.07 LUMP| 15000.00000 15000.00| 45000.00000 45000.00| 14000.00000 14000.00
COFFERDAM: COVE ROAD BRIDGE | | |
0150 511.07 LUMP| 15000.00000 15000.00| 10000.00000 10000.00| 15600.00000 15600.00
COFFERDAM: Downstream Andrews Mdw Brook | | |
0160 511.07 LUMP| 15000.00000 15000.00| 8000.00000 8000.00| 15600.00000 15600.00
COFFERDAM: Upstream Andrews Mdw Brook | | |
0170 526.301 12.200 LS | 3000.00000 3000.00| 2500.00000 2500.00| 8600.00000 8600.00
TEMPORARY CONCRETE BARRIER TYPE I | | |
0180 603.15 7.800 M | 100.00000 780.00| 75.00000 585.00| 145.00000 1131.00
300 MILLI METER CULVERT PIPE OPTION I | | |
0190 606.17 90.000 M | 50.60000 4554.00| 40.00000 3600.00| 44.00000 3960.00
GUARDRAIL TYPE 3B - SINGLE RAIL | | |
0200 606.35 10.000 EA | 28.75000 287.50| 37.00000 370.00| 25.00000 250.00
GUARDRAIL DELINEATOR POST | | |
0210 606.55 120.000 M | 50.60000 6072.00| 40.00000 4800.00| 44.00000 5280.00
GUARDRAIL TYPE 3 - SINGLE RAIL | | |
0220 606.78 8.000 EA | 402.50000 3220.00| 800.00000 6400.00| 350.00000 2800.00
LOW VOLUME GUARDRAIL END - TYPE 3 | | |
0230 610.08 28.000 M3 | 60.00000 1680.00| 60.00000 1680.00| 83.00000 2324.00
PLAIN RIPRAP | | |
0240 610.16 170.000 M3 | 65.00000 11050.00| 65.00000 11050.00| 91.00000 15470.00
HEAVY RIPRAP | | |
0250 613.319 31.000 M2 | 4.00000 124.00| 3.00000 93.00| 6.20000 192.20
EROSION CONTROL BLANKET | | |
0260 615.07 19.000 M3 | 30.00000 570.00| 35.00000 665.00| 40.00000 760.00
LOAM | | |
0270 618.1401 4.000 UN | 75.00000 300.00| 100.00000 400.00| 86.00000 344.00
SEEDING METHOD NUMBER 2 - PLAN QUANTITY | | |
0280 619.1201 4.000 UN | 50.00000 200.00| 100.00000 400.00| 20.00000 80.00
MULCH - PLAN QUANTITY | | |
0290 620.58 230.000 M2 | 3.00000 690.00| 2.50000 575.00| 4.60000 1058.00
EROSION CONTROL GEOTEXTILE | | |
0300 620.60 300.000 M2 | 5.00000 1500.00| 2.50000 750.00| 3.00000 900.00
REINFORCEMENT GEOTEXTILE | | |
0310 620.65 260.000 M2 | 6.00000 1560.00| 10.00000 2600.00| 43.00000 11180.00
REINFORCEMENT GEOGRID | | |
LETTING DATE : 01/08/03 MAINE DEPARTMENT OF TRANSPORTATION DATE : 01/09/03
PAGE : 3
LOCATION : TABULATION OF BIDS
CONTRACT ID : 010061.00
=========
====================================================================================================================================
|( 1 ) 000166 |( 2 ) 000010 |( 3 ) 001104
|HANSCOM CONSTRUCTION INC. |THOMAS DICENZO, INC. |FUNDY CONTRACTORS, INC.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0320 629.05 15.000 HR | 25.00000 375.00| 35.00000 525.00| 25.00000 375.00
HAND LABOR, STRAIGHT TIME | | |
0330 631.12 10.000 HR | 90.00000 900.00| 90.00000 900.00| 90.00000 900.00
ALL PURPOSE EXCAVATOR (INCLUDING | | |
OPERATOR) | | |
0340 631.171 10.000 HR | 40.00000 400.00| 35.00000 350.00| 55.00000 550.00
TRUCK - SMALL (INCLUDING OPERATOR) | | |
0350 631.36 10.000 HR | 40.00000 400.00| 40.00000 400.00| 40.00000 400.00
FOREPERSON | | |
0360 637.071 LUMP| 1500.00000 1500.00| 5000.00000 5000.00| 2400.00000 2400.00
DUST CONTROL | | |
0370 639.19 1.000 EA | 5000.00000 5000.00| 4000.00000 4000.00| 5000.00000 5000.00
FIELD OFFICE TYPE B | | |
0380 652.39 LUMP| 20000.00000 20000.00| 10000.00000 10000.00| 23000.00000 23000.00
WORK ZONE TRAFFIC CONTROL | | |
0390 656.75 LUMP| 3500.00000 3500.00| 10000.00000 10000.00| 6400.00000 6400.00
TEMPORARY SOIL EROSION AND WATER | | |
POLLUTION CONTROL | | |
0400 659.10 LUMP| 51000.00000 51000.00| 30000.00000 30000.00| 45000.00000 45000.00
MOBILIZATION | | |
SECTION TOTALS | $ 348,946.00| $ 351,413.00| $ 472,773.20
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CONTRACT TOTALS | $ 348,946.00| $ 351,413.00| $ 472,773.20
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