Skip Maine state header navigation
LETTING DATE : 09/28/05 MAINE DEPARTMENT OF TRANSPORTATION DATE : 09/28/05
PAGE : 1
COUNTIE(S): AROOSTOOK TABULATION OF BIDS
CONTRACT ID : 011108.34 COMPLETION DATE : 09/16/06
=========
PROJECT(S): 011108.34 LOCATION(S): ALLAGASH, CULVERT REPLACEMENT MAINE STATE DEPARTMENT OF TRANSPORTATION
011118.34 ALLAGASH, CULVERT REPLACEMENT
012778.00 ST. JOHN PLT, SLOPE STABILIZATIONRUE COPY : __________________________
TITLE : __________________________
ATTEST : ____________________________ CONTRACT DESCRIPTION : ALLAGASH & ST. JOHN PLT, CULVERT & SLOPE IMPROVEMENTS NOTARY PUBLIC
--------------------------------------------------------------------------------------------------------------------------
TOTAL % OVER
RANK VENDOR NO./NAME BID LOW BID
--------------------------------------------------------------------------------------------------------------------------
1 000120 ED PELLETIER & SONS, CO. $ 479,162.50 100.0000%
2 000273 SODERBERG COMPANY, INC. $ 555,130.00 115.8542%
====================================================================================================================================
|( 1 ) 000120 |( 2 ) 000273 |( )
|ED PELLETIER & SONS, CO. |SODERBERG COMPANY, INC. |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0001 HIGHWAY ITEMS
| | |
0010 203.24 540.000 CY | 15.00000 8100.00| 18.00000 9720.00|
COMMON BORROW | | |
0020 203.242 135.000 CY | 28.00000 3780.00| 28.00000 3780.00|
DIRTY BORROW | | |
0030 203.25 1100.000 CY | 18.50000 20350.00| 25.00000 27500.00|
GRANULAR BORROW | | |
0040 204.41 362.000 SY | 15.50000 5611.00| 15.00000 5430.00|
REHABILITATION OF EXISTING SHOULDERS, | | |
PLAN QUANTITY | | |
0050 205.51 109.000 SY | 18.00000 1962.00| 30.00000 3270.00|
WIDENING OF EXISTING SHOULDER | | |
0060 211.20 531.000 LF | 9.50000 5044.50| 10.00000 5310.00|
INSLOPE EXCAVATION | | |
0070 304.10 120.000 CY | 29.50000 3540.00| 35.00000 4200.00|
AGGREGATE SUBBASE COURSE - GRAVEL | | |
0080 403.213 75.000 T | 270.00000 20250.00| 190.00000 14250.00|
HOT MIX ASPHALT 12.5 MM HMA BASE | | |
0090 504.069 4.000 EA | 125.00000 500.00| 500.00000 2000.00|
CONCRETE PIPE TIES | | |
0100 603.255 128.000 LF | 785.00000 100480.00| 800.00000 102400.00|
60 INCH REINFORCED CONCRETE PIPE CLASS | | |
III | | |
0110 606.23 325.000 LF | 25.00000 8125.00| 27.00000 8775.00|
GUARDRAIL TYPE 3C - SINGLE RAIL | | |
LETTING DATE : 09/28/05 MAINE DEPARTMENT OF TRANSPORTATION DATE : 09/28/05
PAGE : 2
COUNTIE(S): AROOSTOOK TABULATION OF BIDS
CONTRACT ID : 011108.34
=========
====================================================================================================================================
|( 1 ) 000120 |( 2 ) 000273 |( )
|ED PELLETIER & SONS, CO. |SODERBERG COMPANY, INC. |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0120 606.353 4.000 EA | 70.00000 280.00| 75.00000 300.00|
REFLECTORIZED FLEXIBLE GUARDRAIL MARKER | | |
0130 606.365 125.000 LF | 20.00000 2500.00| 20.00000 2500.00|
GUARDRAIL REMOVE, MODIFY, AND RESET | | |
TYPR 3B TO 3C | | |
0140 606.754 2.000 EA | 1050.00000 2100.00| 1500.00000 3000.00|
WIDEN SHOULDER FOR GUARDRAIL 350 FLARED | | |
TERMINAL | | |
0150 606.79 2.000 EA | 3450.00000 6900.00| 3500.00000 7000.00|
GUARDRAIL 350 FLARED TERMINAL | | |
0160 610.08 530.000 CY | 46.00000 24380.00| 68.00000 36040.00|
PLAIN RIPRAP | | |
0170 610.16 2200.000 CY | 58.00000 127600.00| 85.00000 187000.00|
HEAVY RIPRAP | | |
0180 615.07 125.000 CY | 25.00000 3125.00| 40.00000 5000.00|
LOAM | | |
0190 618.1401 8.000 UN | 60.00000 480.00| 50.00000 400.00|
SEEDING METHOD NUMBER 2 - PLAN QUANTITY | | |
0200 618.1411 5.000 UN | 80.00000 400.00| 50.00000 250.00|
SEEDING METHOD NUMBER 3 - PLAN QUANTITY | | |
0210 619.1201 13.000 UN | 40.00000 520.00| 25.00000 325.00|
MULCH - PLAN QUANTITY | | |
0220 620.58 2450.000 SY | 2.00000 4900.00| 3.00000 7350.00|
EROSION CONTROL GEOTEXTILE | | |
0230 629.05 10.000 HR | 28.50000 285.00| 28.00000 280.00|
HAND LABOR, STRAIGHT TIME | | |
0240 631.12 10.000 HR | 110.00000 1100.00| 135.00000 1350.00|
ALL PURPOSE EXCAVATOR (INCLUDING | | |
OPERATOR) | | |
0250 631.14 10.000 HR | 90.00000 900.00| 110.00000 1100.00|
GRADER (INCLUDING OPERATOR) | | |
0260 631.172 10.000 HR | 60.00000 600.00| 60.00000 600.00|
TRUCK - LARGE (INCLUDING OPERATOR) | | |
0270 652.38 800.000 HR | 18.50000 14800.00| 20.00000 16000.00|
FLAGGER | | |
0280 652.39 LUMP| 4200.00000 4200.00| 25000.00000 25000.00|
WORK ZONE TRAFFIC CONTROL | | |
0290 656.75 LUMP| 65750.00000 65750.00| 25000.00000 25000.00|
TEMPORARY SOIL EROSION AND WATER | | |
POLLUTION CONTROL | | |
0300 659.10 LUMP| 40600.00000 40600.00| 50000.00000 50000.00|
MOBILIZATION | | |
SECTION TOTALS | $ 479,162.50| $ 555,130.00| $ 0.00
------------------------------------------+----------------------------+----------------------------+-------------------------------
CONTRACT TOTALS | $ 479,162.50| $ 555,130.00| $
====================================================================================================================================