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LETTING DATE : 02/19/03 MAINE DEPARTMENT OF TRANSPORTATION DATE : 02/19/03
PAGE : 1
LOCATION : TABULATION OF BIDS
CONTRACT ID : 010644.00 COMPLETION DATE : 08/15/03
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PROJECT(S): STP-1064(400)X COUNTIE(S) : LINCOLN MAINE STATE DEPARTMENT OF TRANSPORTATION
A TRUE COPY : __________________________
TITLE : __________________________
ATTEST : ____________________________ CONTRACT DESCRIPTION : LEVEL 2 NOTARY PUBLIC
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TOTAL % OVER
RANK VENDOR NO./NAME BID LOW BID
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1 000094 HARRY C CROOKER & SONS, INC. $ 389,595.75 100.0000%
2 000059 PIKE INDUSTRIES, INC. $ 427,239.50 109.6623%
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|( 1 ) 000094 |( 2 ) 000059 |( )
|HARRY C CROOKER & SONS, INC |PIKE INDUSTRIES, INC. |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0001 HIGHWAY ITEMS
| | |
0010 202.203 810.000 SY | 11.50000 9315.00| 15.00000 12150.00|
PAVEMENT BUTT JOINTS | | |
0020 204.41 8935.000 SY | 4.00000 35740.00| 5.00000 44675.00|
REHABILITATION OF EXISTING SHOULDERS, | | |
PLAN QUANTITY | | |
0030 206.061 10.000 CY | 30.00000 300.00| 28.00000 280.00|
STRUCTURAL EARTH EXCAVATION - DRAINAGE | | |
AND MINOR STRUCTURES, BELOW GRADE | | |
0040 403.209 60.000 T | 96.00000 5760.00| 85.00000 5100.00|
HOT MIX ASPHALT 9.5 MM HMA (SIDEWALKS | | |
DRIVES, INCIDENT ALS) | | |
0050 403.210 2500.000 T | 39.00000 97500.00| 42.00000 105000.00|
HOT MIX ASPHALT 9.5 MM HMA | | |
0060 403.211 2065.000 T | 37.60000 77644.00| 42.00000 86730.00|
HOT MIX ASPHALT (SHIMMING) | | |
0070 409.15 1000.000 G | 5.00000 5000.00| 6.00000 6000.00|
BITUMINOUS TACK COAT APPLIED | | |
0080 411.10 30.000 CY | 68.00000 2040.00| 50.00000 1500.00|
UNTREATED AGGREGATE SURFACE COURSE | | |
(TRUCK MEASURE) | | |
0090 603.16 240.000 LF | 25.00000 6000.00| 22.00000 5280.00|
15 INCH CULVERT PIPE OPTION I | | |
0100 603.17 60.000 LF | 30.00000 1800.00| 25.00000 1500.00|
18 INCH CULVERT PIPE OPTION I | | |
LETTING DATE : 02/19/03 MAINE DEPARTMENT OF TRANSPORTATION DATE : 02/19/03
PAGE : 2
LOCATION : TABULATION OF BIDS
CONTRACT ID : 010644.00
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|( 1 ) 000094 |( 2 ) 000059 |( )
|HARRY C CROOKER & SONS, INC |PIKE INDUSTRIES, INC. |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0110 603.179 276.000 LF | 65.00000 17940.00| 70.00000 19320.00|
18 INCH CULVERT PIPE OPTION III | | |
0120 603.199 56.000 LF | 75.00000 4200.00| 72.00000 4032.00|
24 INCH CULVERT PIPE OPTION III | | |
0130 606.17 637.500 LF | 13.90000 8861.25| 11.00000 7012.50|
GUARDRAIL TYPE 3B - SINGLE RAIL | | |
0140 606.1722 6.000 EA | 1070.00000 6420.00| 1100.00000 6600.00|
BRIDGE TRANSITION - TYPE 2 | | |
0150 606.21 25.000 LF | 14.25000 356.25| 14.00000 350.00|
GUARDRAIL TYPE 3B - 15 FOOT RADIUS AND | | |
LESS | | |
0160 606.22 25.000 LF | 14.25000 356.25| 14.00000 350.00|
GUARDRAIL TYPE 3B - OVER 15 FOOT RADIUS | | |
0170 606.265 2.000 EA | 24.00000 48.00| 28.00000 56.00|
TERMINAL END - SINGLE RAIL - GALVANIZED | | |
STEEL | | |
0180 606.35 10.000 EA | 22.00000 220.00| 28.00000 280.00|
GUARDRAIL DELINEATOR POST | | |
0190 606.47 10.000 EA | 54.00000 540.00| 28.00000 280.00|
SINGLE WOOD POST | | |
0200 606.752 4.000 EA | 950.00000 3800.00| 850.00000 3400.00|
WIDEN SHOULDER FOR MODIFIED ECCENTRIC | | |
LOADER TERMINAL | | |
0210 606.76 4.000 EA | 1500.00000 6000.00| 1100.00000 4400.00|
MODIFIED ECCENTRIC LOADER TERMINAL | | |
0220 609.31 340.000 LF | 4.75000 1615.00| 6.00000 2040.00|
CURB TYPE 3 | | |
0230 610.08 6.000 CY | 50.00000 300.00| 60.00000 360.00|
PLAIN RIPRAP | | |
0240 613.319 185.000 SY | 2.00000 370.00| 2.20000 407.00|
EROSION CONTROL BLANKET | | |
0250 618.1401 7.000 UN | 45.00000 315.00| 50.00000 350.00|
SEEDING METHOD NUMBER 2 - PLAN QUANTITY | | |
0260 619.1201 7.000 UN | 45.00000 315.00| 50.00000 350.00|
MULCH - PLAN QUANTITY | | |
0270 620.56 10.000 SY | 5.00000 50.00| 2.20000 22.00|
DRAINAGE GEOTEXTILE | | |
0280 627.76 LUMP| 2430.00000 2430.00| 2500.00000 2500.00|
TEMPORARY PVMT. MARK LINE, W OR YELLOW | | |
0290 629.05 10.000 HR | 25.00000 250.00| 40.00000 400.00|
HAND LABOR, STRAIGHT TIME | | |
LETTING DATE : 02/19/03 MAINE DEPARTMENT OF TRANSPORTATION DATE : 02/19/03
PAGE : 3
LOCATION : TABULATION OF BIDS
CONTRACT ID : 010644.00
=========
====================================================================================================================================
|( 1 ) 000094 |( 2 ) 000059 |( )
|HARRY C CROOKER & SONS, INC |PIKE INDUSTRIES, INC. |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0300 631.12 10.000 HR | 120.00000 1200.00| 115.00000 1150.00|
ALL PURPOSE EXCAVATOR (INCLUDING | | |
OPERATOR) | | |
0310 631.172 20.000 HR | 50.00000 1000.00| 50.00000 1000.00|
TRUCK - LARGE (INCLUDING OPERATOR) | | |
0320 631.32 20.000 HR | 125.00000 2500.00| 200.00000 4000.00|
CULVERT CLEANER (INCLUDING OPERATOR) | | |
0330 639.19 1.000 EA | 5470.00000 5470.00| 4500.00000 4500.00|
FIELD OFFICE TYPE B | | |
0340 652.31 10.000 EA | 30.00000 300.00| 65.00000 650.00|
TYPE I BARRICADE | | |
0350 652.33 25.000 EA | 50.00000 1250.00| 55.00000 1375.00|
DRUM | | |
0360 652.34 100.000 EA | 15.00000 1500.00| 15.00000 1500.00|
CONE | | |
0370 652.35 890.000 SF | 6.00000 5340.00| 6.00000 5340.00|
CONSTRUCTION SIGNS | | |
0380 652.36 60.000 CD | 270.00000 16200.00| 350.00000 21000.00|
MAINTENANCE OF TRAFFIC CONTROL DEVICES | | |
0390 652.38 825.000 HR | 18.00000 14850.00| 16.00000 13200.00|
FLAGGER | | |
0400 656.75 LUMP| 7500.00000 7500.00| 3800.00000 3800.00|
TEMPORARY SOIL EROSION AND WATER | | |
POLLUTION CONTROL | | |
0410 659.10 LUMP| 37000.00000 37000.00| 49000.00000 49000.00|
MOBILIZATION | | |
SECTION TOTALS | $ 389,595.75| $ 427,239.50| $ 0.00
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CONTRACT TOTALS | $ 389,595.75| $ 427,239.50| $
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