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LETTING DATE : 05/28/03 MAINE DEPARTMENT OF TRANSPORTATION DATE : 05/28/03
PAGE : 1
COUNTIE(S): WALDO TABULATION OF BIDS
CONTRACT ID : 010647.00 COMPLETION DATE : 10/04/03
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PROJECT(S): STP-1064(700)X LOCATION(S): KNOX-FREEDOM MAINE STATE DEPARTMENT OF TRANSPORTATION
010793.00 KNOX-STRUT
A TRUE COPY : __________________________
TITLE : __________________________ ATTEST : ____________________________ CONTRACT DESCRIPTION : LEVEL 2 NOTARY PUBLIC --------------------------------------------------------------------------------------------------------------------------
TOTAL % OVER
RANK VENDOR NO./NAME BID LOW BID
--------------------------------------------------------------------------------------------------------------------------
1 000022 THE LANE CONSTRUCTION CORP. $ 1,196,132.78 100.0000%
2 000059 PIKE INDUSTRIES, INC. $ 1,243,048.00 103.9222%
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|( 1 ) 000022 |( 2 ) 000059 |( )
|THE LANE CONSTRUCTION CORP. |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 202.203 216.440 SY | 12.00000 2597.28| 25.00000 5411.00|
PAVEMENT BUTT JOINTS | | |
0020 204.41 19970.000 SY | 1.90000 37943.00| 3.15000 62905.50|
REHABILITATION OF EXISTING SHOULDERS, | | |
PLAN QUANTITY | | |
0030 206.061 50.000 CY | 30.00000 1500.00| 20.00000 1000.00|
STRUCTURAL EARTH EXCAVATION - DRAINAGE | | |
AND MINOR STRUCTURES, BELOW GRADE | | |
0040 211.20 18425.000 LF | 2.30000 42377.50| 2.00000 36850.00|
INSLOPE EXCAVATION | | |
0050 211.30 21320.000 LF | 2.70000 57564.00| 2.30000 49036.00|
DITCH EXCAVATION | | |
0060 304.10 1830.000 CY | 12.00000 21960.00| 19.50000 35685.00|
AGGREGATE SUBBASE COURSE - GRAVEL | | |
0070 310.24 31900.000 SY | 6.60000 210540.00| 5.90000 188210.00|
PLANT MIX RECYCLED ASPHALT PAVEMENT - 4 | | |
INCH DEPTH | | |
0080 403.209 90.000 T | 100.00000 9000.00| 80.00000 7200.00|
HOT MIX ASPHALT 9.5 MM HMA (SIDEWALKS | | |
DRIVES, INCIDENT ALS) | | |
0090 403.210 6050.000 T | 36.20000 219010.00| 32.50000 196625.00|
HOT MIX ASPHALT 9.5 MM HMA | | |
0100 403.211 2465.000 T | 36.40000 89726.00| 32.50000 80112.50|
HOT MIX ASPHALT (SHIMMING) | | |
LETTING DATE : 05/28/03 MAINE DEPARTMENT OF TRANSPORTATION DATE : 05/28/03
PAGE : 2
COUNTIE(S): WALDO TABULATION OF BIDS
CONTRACT ID : 010647.00
=========
====================================================================================================================================
|( 1 ) 000022 |( 2 ) 000059 |( )
|THE LANE CONSTRUCTION CORP. |PIKE INDUSTRIES, INC. |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0110 403.213 4160.000 T | 35.60000 148096.00| 32.50000 135200.00|
HOT MIX ASPHALT 12.5 MM HMA BASE | | |
0120 409.15 3100.000 G | 3.00000 9300.00| 3.00000 9300.00|
BITUMINOUS TACK COAT APPLIED | | |
0130 411.10 120.000 CY | 45.00000 5400.00| 37.50000 4500.00|
UNTREATED AGGREGATE SURFACE COURSE | | |
(TRUCK MEASURE) | | |
0140 504.069 24.000 EA | 140.00000 3360.00| 50.00000 1200.00|
CONCRETE PIPE TIES | | |
0150 603.16 774.000 LF | 27.00000 20898.00| 15.00000 11610.00|
15 INCH CULVERT PIPE OPTION I | | |
0160 603.179 616.000 LF | 42.00000 25872.00| 65.00000 40040.00|
18 INCH CULVERT PIPE OPTION III | | |
0170 603.19 30.000 LF | 30.00000 900.00| 25.00000 750.00|
24 INCH CULVERT PIPE OPTION I | | |
0180 603.199 438.000 LF | 47.00000 20586.00| 70.00000 30660.00|
24 INCH CULVERT PIPE OPTION III | | |
0190 603.209 136.000 LF | 54.00000 7344.00| 77.50000 10540.00|
30 INCH CULVERT PIPE OPTION III | | |
0200 603.235 112.000 LF | 93.00000 10416.00| 105.00000 11760.00|
48 INCH REINFORCED CONCRETE PIPE CLASS | | |
III | | |
0210 603.47 56.000 LF | 170.00000 9520.00| 315.00000 17640.00|
60 INCH REINFORCED CONCRETE PIPE CLASS | | |
IV | | |
0220 606.17 450.000 LF | 11.00000 4950.00| 9.50000 4275.00|
GUARDRAIL TYPE 3B - SINGLE RAIL | | |
0230 606.178 50.000 LF | 8.00000 400.00| 7.00000 350.00|
GUARDRAIL BEAM | | |
0240 606.21 25.000 LF | 12.00000 300.00| 10.75000 268.75|
GUARDRAIL TYPE 3B - 15 FOOT RADIUS AND | | |
LESS | | |
0250 606.22 25.000 LF | 12.00000 300.00| 10.75000 268.75|
GUARDRAIL TYPE 3B - OVER 15 FOOT RADIUS | | |
0260 606.265 3.000 EA | 35.00000 105.00| 60.00000 180.00|
TERMINAL END - SINGLE RAIL - GALVANIZED | | |
STEEL | | |
0270 606.35 5.000 EA | 35.00000 175.00| 25.00000 125.00|
GUARDRAIL DELINEATOR POST | | |
0280 606.47 10.000 EA | 25.00000 250.00| 35.00000 350.00|
SINGLE WOOD POST | | |
LETTING DATE : 05/28/03 MAINE DEPARTMENT OF TRANSPORTATION DATE : 05/28/03
PAGE : 3
COUNTIE(S): WALDO TABULATION OF BIDS
CONTRACT ID : 010647.00
=========
====================================================================================================================================
|( 1 ) 000022 |( 2 ) 000059 |( )
|THE LANE CONSTRUCTION CORP. |PIKE INDUSTRIES, INC. |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0290 606.51 1.000 EA | 200.00000 200.00| 200.00000 200.00|
MULTIPLE MAILBOX SUPPORT | | |
0300 606.752 1.000 EA | 1000.00000 1000.00| 925.00000 925.00|
WIDEN SHOULDER FOR MODIFIED ECCENTRIC | | |
LOADER TERMINAL | | |
0310 606.76 1.000 EA | 1400.00000 1400.00| 1500.00000 1500.00|
MODIFIED ECCENTRIC LOADER TERMINAL | | |
0320 609.31 2310.000 LF | 6.00000 13860.00| 5.25000 12127.50|
CURB TYPE 3 | | |
0330 610.08 95.000 CY | 60.00000 5700.00| 62.50000 5937.50|
PLAIN RIPRAP | | |
0340 610.18 295.000 CY | 40.00000 11800.00| 45.00000 13275.00|
STONE DITCH PROTECTION | | |
0350 613.319 9475.000 SY | 1.80000 17055.00| 1.50000 14212.50|
EROSION CONTROL BLANKET | | |
0360 618.1401 370.000 UN | 13.00000 4810.00| 14.00000 5180.00|
SEEDING METHOD NUMBER 2 - PLAN QUANTITY | | |
0370 619.1201 370.000 UN | 6.00000 2220.00| 6.00000 2220.00|
MULCH - PLAN QUANTITY | | |
0380 620.56 1230.000 SY | 1.70000 2091.00| 1.90000 2337.00|
DRAINAGE GEOTEXTILE | | |
0390 627.76 LUMP| 3000.00000 3000.00| 6500.00000 6500.00|
TEMPORARY PVMT. MARK LINE, W OR YELLOW | | |
0400 629.05 20.000 HR | 21.00000 420.00| 35.00000 700.00|
HAND LABOR, STRAIGHT TIME | | |
0410 631.12 30.000 HR | 90.00000 2700.00| 135.00000 4050.00|
ALL PURPOSE EXCAVATOR (INCLUDING | | |
OPERATOR) | | |
0420 631.14 15.000 HR | 80.00000 1200.00| 135.00000 2025.00|
GRADER (INCLUDING OPERATOR) | | |
0430 631.172 60.000 HR | 44.00000 2640.00| 65.00000 3900.00|
TRUCK - LARGE (INCLUDING OPERATOR) | | |
0440 631.32 10.000 HR | 120.00000 1200.00| 300.00000 3000.00|
CULVERT CLEANER (INCLUDING OPERATOR) | | |
0450 639.19 1.000 EA | 6000.00000 6000.00| 6500.00000 6500.00|
FIELD OFFICE TYPE B | | |
0460 652.31 10.000 EA | 75.00000 750.00| 60.00000 600.00|
TYPE I BARRICADE | | |
0470 652.33 15.000 EA | 30.00000 450.00| 55.00000 825.00|
DRUM | | |
0480 652.34 125.000 EA | 12.00000 1500.00| 15.00000 1875.00|
CONE | | |
LETTING DATE : 05/28/03 MAINE DEPARTMENT OF TRANSPORTATION DATE : 05/28/03
PAGE : 4
COUNTIE(S): WALDO TABULATION OF BIDS
CONTRACT ID : 010647.00
=========
====================================================================================================================================
|( 1 ) 000022 |( 2 ) 000059 |( )
|THE LANE CONSTRUCTION CORP. |PIKE INDUSTRIES, INC. |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0490 652.35 1931.000 SF | 7.00000 13517.00| 6.00000 11586.00|
CONSTRUCTION SIGNS | | |
0500 652.36 95.000 CD | 125.00000 11875.00| 250.00000 23750.00|
MAINTENANCE OF TRAFFIC CONTROL DEVICES | | |
0510 652.38 3335.000 HR | 13.00000 43355.00| 12.00000 40020.00|
FLAGGER | | |
0520 656.75 LUMP| 22000.00000 22000.00| 17500.00000 17500.00|
TEMPORARY SOIL EROSION AND WATER | | |
POLLUTION CONTROL | | |
0530 659.10 LUMP| 65000.00000 65000.00| 120250.00000 120250.00|
MOBILIZATION | | |
SECTION TOTALS | $ 1,196,132.78| $ 1,243,048.00| $ 0.00
------------------------------------------+----------------------------+----------------------------+-------------------------------
CONTRACT TOTALS | $ 1,196,132.78| $ 1,243,048.00| $
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