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LETTING DATE : 03/16/05 MAINE DEPARTMENT OF TRANSPORTATION DATE : 03/16/05
PAGE : 1
COUNTIE(S): WASHINGTON TABULATION OF BIDS
CONTRACT ID : 011266.00 COMPLETION DATE : 10/15/05
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PROJECT(S): STP-1126(600)X LOCATION(S): JONESPORT MAINE STATE DEPARTMENT OF TRANSPORTATION
STP-1126(700)X JONESPORT
STP-1133(300)X HARRINGTON A TRUE COPY : __________________________
OTHERS OTHERS
TITLE : __________________________
ATTEST : ____________________________ CONTRACT DESCRIPTION : WASHINGTON COUNTY, HIGHWAY 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) $ 1,088,131.50 100.0000%
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|( 1 ) 000022 |( ) |( )
|LANE CONSTRUCTION CORP. (TH | |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0001 HIGHWAY ITEMS
| | |
0010 201.23 1.000 EA | 500.00000 500.00| |
REMOVING SINGLE TREE TOP ONLY | | |
0020 201.24 1.000 EA | 500.00000 500.00| |
REMOVING STUMP | | |
0030 202.203 1191.000 SY | 12.00000 14292.00| |
PAVEMENT BUTT JOINTS | | |
0040 203.2001 730.000 CY | 14.00000 10220.00| |
COMMON EXCAVATION - PLAN QUANTITY | | |
0050 211.20 1515.000 LF | 6.00000 9090.00| |
INSLOPE EXCAVATION | | |
0060 211.30 5534.000 LF | 5.00000 27670.00| |
DITCH EXCAVATION | | |
0070 304.103 1505.000 CY | 26.50000 39882.50| |
AGGREGATE SUBBASE - GRAVEL (TRUCK | | |
MEASURE) | | |
0080 304.104 1800.000 CY | 18.00000 32400.00| |
AGGREGATE SUBBASE COURSE (PLAN QUANTITY | | |
0090 309.36 10910.000 SY | 9.30000 101463.00| |
FULL DEPTH REC PAVEMENT W/FOAM ASPHALT | | |
6 INCH DEPTH | | |
0100 403.209 94.000 T | 105.00000 9870.00| |
HOT MIX ASPHALT 9.5 MM HMA (SIDEWALKS | | |
DRIVES, INCIDENT ALS) | | |
0110 403.210 4945.000 T | 50.00000 247250.00| |
HOT MIX ASPHALT 9.5 MM HMA | | |
LETTING DATE : 03/16/05 MAINE DEPARTMENT OF TRANSPORTATION DATE : 03/16/05
PAGE : 2
COUNTIE(S): WASHINGTON TABULATION OF BIDS
CONTRACT ID : 011266.00
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|( 1 ) 000022 |( ) |( )
|LANE CONSTRUCTION CORP. (TH | |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0120 403.211 3440.000 T | 49.50000 170280.00| |
HOT MIX ASPHALT (SHIMMING) | | |
0130 403.213 1158.000 T | 48.00000 55584.00| |
HOT MIX ASPHALT 12.5 MM HMA BASE | | |
0140 409.15 3540.000 G | 3.50000 12390.00| |
BITUMINOUS TACK COAT APPLIED | | |
0150 411.10 80.000 CY | 45.00000 3600.00| |
UNTREATED AGGREGATE SURFACE COURSE | | |
(TRUCK MEASURE) | | |
0160 603.16 418.000 LF | 40.00000 16720.00| |
15 INCH CULVERT PIPE OPTION I | | |
0170 603.179 165.000 LF | 70.00000 11550.00| |
18 INCH CULVERT PIPE OPTION III | | |
0180 603.199 125.000 LF | 75.00000 9375.00| |
24 INCH CULVERT PIPE OPTION III | | |
0190 603.229 75.000 LF | 230.00000 17250.00| |
42 INCH CULVERT PIPE OPTION III | | |
0200 606.23 825.000 LF | 13.75000 11343.75| |
GUARDRAIL TYPE 3C - SINGLE RAIL | | |
0210 606.35 24.000 EA | 28.00000 672.00| |
GUARDRAIL DELINEATOR POST | | |
0220 606.357 683.000 LF | 4.20000 2868.60| |
GUARDRAIL, MODIFY, TYPE 3B | | |
0230 606.364 538.000 LF | 6.95000 3739.10| |
GUARDRAIL REMOVE, MODIFY AND RESET, | | |
TYPE 3B | | |
0240 606.754 4.000 EA | 700.00000 2800.00| |
WIDEN SHOULDER FOR GUARDRAIL 350 FLARED | | |
TERMINAL | | |
0250 606.79 12.000 EA | 1520.00000 18240.00| |
GUARDRAIL 350 FLARED TERMINAL | | |
0260 609.31 359.000 LF | 7.00000 2513.00| |
CURB TYPE 3 | | |
0270 610.08 60.000 CY | 65.00000 3900.00| |
PLAIN RIPRAP | | |
0280 613.319 2460.000 SY | 2.00000 4920.00| |
EROSION CONTROL BLANKET | | |
0290 618.1401 253.000 UN | 21.00000 5313.00| |
SEEDING METHOD NUMBER 2 - PLAN QUANTITY | | |
0300 619.1201 253.000 UN | 9.35000 2365.55| |
MULCH - PLAN QUANTITY | | |
LETTING DATE : 03/16/05 MAINE DEPARTMENT OF TRANSPORTATION DATE : 03/16/05
PAGE : 3
COUNTIE(S): WASHINGTON TABULATION OF BIDS
CONTRACT ID : 011266.00
=========
====================================================================================================================================
|( 1 ) 000022 |( ) |( )
|LANE CONSTRUCTION CORP. (TH | |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0310 620.58 175.000 SY | 2.00000 350.00| |
EROSION CONTROL GEOTEXTILE | | |
0320 627.76 LUMP| 6000.00000 6000.00| |
TEMPORARY PVMT. MARK LINE, W OR YELLOW | | |
0330 629.05 15.000 HR | 28.00000 420.00| |
HAND LABOR, STRAIGHT TIME | | |
0340 631.12 125.000 HR | 105.00000 13125.00| |
ALL PURPOSE EXCAVATOR (INCLUDING | | |
OPERATOR) | | |
0350 631.172 235.000 HR | 50.00000 11750.00| |
TRUCK - LARGE (INCLUDING OPERATOR) | | |
0360 631.18 5.000 HR | 35.00000 175.00| |
CHAIN SAW RENTAL (INCLUDING OPERATOR) | | |
0370 631.32 5.000 HR | 150.00000 750.00| |
CULVERT CLEANER (INCLUDING OPERATOR) | | |
0380 639.19 1.000 EA | 10000.00000 10000.00| |
FIELD OFFICE TYPE B | | |
0390 652.39 LUMP| 75000.00000 75000.00| |
WORK ZONE TRAFFIC CONTROL | | |
0400 656.75 LUMP| 12000.00000 12000.00| |
TEMPORARY SOIL EROSION AND WATER | | |
POLLUTION CONTROL | | |
0410 659.10 LUMP| 110000.00000 110000.00| |
MOBILIZATION | | |
SECTION TOTALS | $ 1,088,131.50| $ 0.00| $ 0.00
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CONTRACT TOTALS | $ 1,088,131.50| $ | $
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