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LETTING DATE : 05/19/04 MAINE DEPARTMENT OF TRANSPORTATION DATE : 05/19/04
PAGE : 1
COUNTIE(S): WALDO TABULATION OF BIDS
CONTRACT ID : 011303.00 COMPLETION DATE : 07/02/04
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PROJECT(S): STP-1130(300)X LOCATION(S): BELFAST-SWANVILLE RTE 141 MAINE STATE DEPARTMENT OF TRANSPORTATION
STP-1130(500)X PROSPECT RTE 174
A TRUE COPY : __________________________
TITLE : __________________________
ATTEST : ____________________________ CONTRACT DESCRIPTION : LEVEL 2 RESURFACING NOTARY PUBLIC
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TOTAL % OVER
RANK VENDOR NO./NAME BID LOW BID
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1 000022 LANE CONSTRUCTION CORP. (THE) $ 994,921.71 100.0000%
2 001195 VAUGHN THIBODEAU & SONS, INC. $ 1,270,252.55 127.6736%
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|( 1 ) 000022 |( 2 ) 001195 |( )
|LANE CONSTRUCTION CORP. (TH |VAUGHN THIBODEAU & SONS, IN |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0001 HIGHWAY ITEMS
| | |
0010 202.203 3047.000 SY | 10.00000 30470.00| 12.00000 36564.00|
PAVEMENT BUTT JOINTS | | |
0020 204.41 34948.000 SY | 2.52000 88068.96| 6.00000 209688.00|
REHABILITATION OF EXISTING SHOULDERS, | | |
PLAN QUANTITY | | |
0030 403.209 185.000 T | 100.00000 18500.00| 85.00000 15725.00|
HOT MIX ASPHALT 9.5 MM HMA (SIDEWALKS | | |
DRIVES, INCIDENT ALS) | | |
0040 403.210 10630.000 T | 36.15000 384274.50| 38.00000 403940.00|
HOT MIX ASPHALT 9.5 MM HMA | | |
0050 403.211 5996.000 T | 36.90000 221252.40| 38.00000 227848.00|
HOT MIX ASPHALT (SHIMMING) | | |
0060 409.15 4995.000 G | 3.00000 14985.00| 4.25000 21228.75|
BITUMINOUS TACK COAT APPLIED | | |
0070 411.10 285.000 CY | 45.00000 12825.00| 30.00000 8550.00|
UNTREATED AGGREGATE SURFACE COURSE | | |
(TRUCK MEASURE) | | |
0080 504.069 6.000 EA | 150.00000 900.00| 170.00000 1020.00|
CONCRETE PIPE TIES | | |
0090 603.16 24.000 LF | 40.00000 960.00| 35.00000 840.00|
15 INCH CULVERT PIPE OPTION I | | |
0100 603.17 30.000 LF | 45.00000 1350.00| 40.00000 1200.00|
18 INCH CULVERT PIPE OPTION I | | |
0110 603.7418 16.000 LF | 155.00000 2480.00| 150.00000 2400.00|
REMOVE & RELAY 18 INCH CONCRETE PIPE | | |
LETTING DATE : 05/19/04 MAINE DEPARTMENT OF TRANSPORTATION DATE : 05/19/04
PAGE : 2
COUNTIE(S): WALDO TABULATION OF BIDS
CONTRACT ID : 011303.00
=========
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|( 1 ) 000022 |( 2 ) 001195 |( )
|LANE CONSTRUCTION CORP. (TH |VAUGHN THIBODEAU & SONS, IN |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0120 603.7436 8.000 LF | 200.00000 1600.00| 225.00000 1800.00|
REMOVE & RELAY 36 INCH CONCRETE PIPE | | |
0130 606.1722 4.000 EA | 645.00000 2580.00| 1200.00000 4800.00|
BRIDGE TRANSITION - TYPE 2 | | |
0140 606.178 237.500 LF | 6.90000 1638.75| 8.20000 1947.50|
GUARDRAIL BEAM | | |
0150 606.23 1487.500 LF | 11.60000 17255.00| 16.50000 24543.75|
GUARDRAIL TYPE 3C - SINGLE RAIL | | |
0160 606.231 25.000 LF | 16.55000 413.75| 21.25000 531.25|
GUARDRAIL TYPE 3C - 15 FOOT RADIUS AND | | |
LESS | | |
0170 606.265 1.000 EA | 33.85000 33.85| 50.00000 50.00|
TERMINAL END - SINGLE RAIL - GALVANIZED | | |
STEEL | | |
0180 606.35 12.000 EA | 10.50000 126.00| 36.00000 432.00|
GUARDRAIL DELINEATOR POST | | |
0190 606.351 12.000 EA | 10.50000 126.00| 17.00000 204.00|
REMOVE AND RESET GUARDRAIL DELINEATOR | | |
POSTS | | |
0200 606.352 70.000 EA | 3.50000 245.00| 7.00000 490.00|
REFLECTORIZED BEAM GUARDRAIL DELINEATOR | | |
0210 606.362 625.000 LF | 2.00000 1250.00| 2.36000 1475.00|
GUARDRAIL ADJUSTED | | |
0220 606.364 510.000 LF | 4.60000 2346.00| 4.73000 2412.30|
GUARDRAIL REMOVE, MODIFY AND RESET, | | |
TYPE 3B | | |
0230 606.367 10.000 EA | 47.00000 470.00| 47.20000 472.00|
REPLACE UNUSABLE EXISTING GUARDRAIL | | |
POSTS | | |
0240 606.47 26.000 EA | 17.50000 455.00| 18.00000 468.00|
SINGLE WOOD POST | | |
0250 606.754 10.000 EA | 1050.00000 10500.00| 950.00000 9500.00|
WIDEN SHOULDER FOR GUARDRAIL 350 FLARED | | |
TERMINAL | | |
0260 606.79 10.000 EA | 1373.00000 13730.00| 1593.00000 15930.00|
GUARDRAIL 350 FLARED TERMINAL | | |
0270 609.31 934.000 LF | 6.00000 5604.00| 4.75000 4436.50|
CURB TYPE 3 | | |
0280 613.319 2100.000 SY | 2.20000 4620.00| 1.49000 3129.00|
EROSION CONTROL BLANKET | | |
0290 618.1401 375.000 UN | 12.50000 4687.50| 27.14000 10177.50|
SEEDING METHOD NUMBER 2 - PLAN QUANTITY | | |
LETTING DATE : 05/19/04 MAINE DEPARTMENT OF TRANSPORTATION DATE : 05/19/04
PAGE : 3
COUNTIE(S): WALDO TABULATION OF BIDS
CONTRACT ID : 011303.00
=========
====================================================================================================================================
|( 1 ) 000022 |( 2 ) 001195 |( )
|LANE CONSTRUCTION CORP. (TH |VAUGHN THIBODEAU & SONS, IN |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0300 619.1201 375.000 UN | 6.00000 2250.00| 8.26000 3097.50|
MULCH - PLAN QUANTITY | | |
0310 627.76 LUMP| 4500.00000 4500.00| 30000.00000 30000.00|
TEMPORARY PVMT. MARK LINE, W OR YELLOW | | |
0320 629.05 20.000 HR | 23.00000 460.00| 25.00000 500.00|
HAND LABOR, STRAIGHT TIME | | |
0330 631.12 280.000 HR | 97.00000 27160.00| 110.00000 30800.00|
ALL PURPOSE EXCAVATOR (INCLUDING | | |
OPERATOR) | | |
0340 631.172 550.000 HR | 42.00000 23100.00| 45.00000 24750.00|
TRUCK - LARGE (INCLUDING OPERATOR) | | |
0350 631.32 20.000 HR | 110.00000 2200.00| 110.00000 2200.00|
CULVERT CLEANER (INCLUDING OPERATOR) | | |
0360 639.19 1.000 EA | 7000.00000 7000.00| 5000.00000 5000.00|
FIELD OFFICE TYPE B | | |
0370 652.38 1885.000 HR | 13.00000 24505.00| 16.50000 31102.50|
FLAGGER | | |
0380 652.39 LUMP| 25000.00000 25000.00| 27000.00000 27000.00|
WORK ZONE TRAFFIC CONTROL | | |
0390 656.75 LUMP| 15000.00000 15000.00| 4000.00000 4000.00|
TEMPORARY SOIL EROSION AND WATER | | |
POLLUTION CONTROL | | |
0400 659.10 LUMP| 20000.00000 20000.00| 100000.00000 100000.00|
MOBILIZATION | | |
SECTION TOTALS | $ 994,921.71| $ 1,270,252.55| $ 0.00
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CONTRACT TOTALS | $ 994,921.71| $ 1,270,252.55| $
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