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LETTING DATE : 04/20/05 MAINE DEPARTMENT OF TRANSPORTATION DATE : 04/20/05
PAGE : 1
COUNTIE(S): AROOSTOOK TABULATION OF BIDS
CONTRACT ID : 007606.00 COMPLETION DATE : 10/15/05
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PROJECT(S): STP-7606(00)X LOCATION(S): HAMLIN MAINE STATE DEPARTMENT OF TRANSPORTATION
STP-1125(300)X LIMESTONE
STP-1126(200)X VAN BUREN A TRUE COPY : __________________________
TITLE : __________________________
ATTEST : ____________________________ CONTRACT DESCRIPTION : LIMESTONE & HAMLIN - VAN BUREN, , 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) $ 1,964,881.00 100.0000%
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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 202.202 23810.000 SY | 2.80000 66668.00| |
REMOVING PAVEMENT SURFACE | | |
0020 202.203 220.000 SY | 13.00000 2860.00| |
PAVEMENT BUTT JOINTS | | |
0030 203.20 1890.000 CY | 9.00000 17010.00| |
COMMON EXCAVATION | | |
0040 204.41 23100.000 SY | 4.20000 97020.00| |
REHABILITATION OF EXISTING SHOULDERS, | | |
PLAN QUANTITY | | |
0050 211.20 9010.000 LF | 4.00000 36040.00| |
INSLOPE EXCAVATION | | |
0060 211.30 10620.000 LF | 4.50000 47790.00| |
DITCH EXCAVATION | | |
0070 211.40 450.000 LF | 12.00000 5400.00| |
NEW DITCH EXCAVATION | | |
0080 304.10 1890.000 CY | 25.50000 48195.00| |
AGGREGATE SUBBASE COURSE - GRAVEL | | |
0090 304.103 160.000 CY | 26.00000 4160.00| |
AGGREGATE SUBBASE - GRAVEL (TRUCK | | |
MEASURE) | | |
0100 309.36 33710.000 SY | 9.40000 316874.00| |
FULL DEPTH REC PAVEMENT W/FOAM ASPHALT | | |
6 INCH DEPTH | | |
0110 403.209 130.000 T | 120.00000 15600.00| |
HOT MIX ASPHALT 9.5 MM HMA (SIDEWALKS | | |
DRIVES, INCIDENT ALS) | | |
LETTING DATE : 04/20/05 MAINE DEPARTMENT OF TRANSPORTATION DATE : 04/20/05
PAGE : 2
COUNTIE(S): AROOSTOOK TABULATION OF BIDS
CONTRACT ID : 007606.00
=========
====================================================================================================================================
|( 1 ) 000022 |( ) |( )
|LANE CONSTRUCTION CORP. (TH | |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0120 403.210 5770.000 T | 54.00000 311580.00| |
HOT MIX ASPHALT 9.5 MM HMA | | |
0130 403.211 80.000 T | 85.00000 6800.00| |
HOT MIX ASPHALT (SHIMMING) | | |
0140 403.213 6540.000 T | 53.50000 349890.00| |
HOT MIX ASPHALT 12.5 MM HMA BASE | | |
0150 409.15 3300.000 G | 3.50000 11550.00| |
BITUMINOUS TACK COAT APPLIED | | |
0160 411.10 200.000 CY | 26.00000 5200.00| |
UNTREATED AGGREGATE SURFACE COURSE | | |
(TRUCK MEASURE) | | |
0170 411.12 45.000 T | 55.00000 2475.00| |
CRUSHED STONE SURFACE | | |
0180 603.16 350.000 LF | 45.00000 15750.00| |
15 INCH CULVERT PIPE OPTION I | | |
0190 603.169 8.000 LF | 75.00000 600.00| |
15 INCH CULVERT PIPE OPTION III | | |
0200 603.19 88.000 LF | 70.00000 6160.00| |
24 INCH CULVERT PIPE OPTION I | | |
0210 603.191 12.000 LF | 80.00000 960.00| |
24 INCH CORRUGATED METAL PIPE | | |
0220 603.199 482.000 LF | 105.00000 50610.00| |
24 INCH CULVERT PIPE OPTION III | | |
0230 603.201 44.000 LF | 105.00000 4620.00| |
30 INCH CORRUGATED METAL PIPE | | |
0240 603.21 48.000 LF | 85.00000 4080.00| |
36 INCH CULVERT PIPE OPTION I | | |
0250 603.211 29.000 LF | 95.00000 2755.00| |
36 INCH CORRUGATED METAL PIPE | | |
0260 603.219 84.000 LF | 100.00000 8400.00| |
36 INCH CULVERT PIPE OPTION III | | |
0270 603.736 15.000 LF | 210.00000 3150.00| |
REMOVE & RELAY 60 INCH METAL PIPE | | |
0280 604.072 1.000 EA | 3800.00000 3800.00| |
CATCH BASIN TYPE A1-C | | |
0290 604.18 3.000 EA | 550.00000 1650.00| |
ADJUSTING MANHOLE OR CATCH BASIN TO | | |
GRADE | | |
0300 606.1722 4.000 EA | 900.00000 3600.00| |
BRIDGE TRANSITION - TYPE 2 | | |
0310 606.23 4062.500 LF | 14.00000 56875.00| |
GUARDRAIL TYPE 3C - SINGLE RAIL | | |
LETTING DATE : 04/20/05 MAINE DEPARTMENT OF TRANSPORTATION DATE : 04/20/05
PAGE : 3
COUNTIE(S): AROOSTOOK TABULATION OF BIDS
CONTRACT ID : 007606.00
=========
====================================================================================================================================
|( 1 ) 000022 |( ) |( )
|LANE CONSTRUCTION CORP. (TH | |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0320 606.231 75.000 LF | 16.00000 1200.00| |
GUARDRAIL TYPE 3C - 15 FOOT RADIUS AND | | |
LESS | | |
0330 606.232 75.000 LF | 16.00000 1200.00| |
GUARDRAIL TYPE 3C - OVER 15 FOOT RADIUS | | |
0340 606.265 6.000 EA | 50.00000 300.00| |
TERMINAL END - SINGLE RAIL - GALVANIZED | | |
STEEL | | |
0350 606.35 50.000 EA | 27.00000 1350.00| |
GUARDRAIL DELINEATOR POST | | |
0360 606.754 20.000 EA | 1100.00000 22000.00| |
WIDEN SHOULDER FOR GUARDRAIL 350 FLARED | | |
TERMINAL | | |
0370 606.79 20.000 EA | 1000.00000 20000.00| |
GUARDRAIL 350 FLARED TERMINAL | | |
0380 608.46 100.000 SY | 6.70000 670.00| |
REGRADING SIDEWALK | | |
0390 609.31 690.000 LF | 6.00000 4140.00| |
CURB TYPE 3 | | |
0400 609.38 200.000 LF | 27.00000 5400.00| |
RESET CURB TYPE 1 | | |
0410 610.08 250.000 CY | 47.00000 11750.00| |
PLAIN RIPRAP | | |
0420 613.319 4930.000 SY | 3.00000 14790.00| |
EROSION CONTROL BLANKET | | |
0430 615.07 300.000 CY | 27.00000 8100.00| |
LOAM | | |
0440 618.1301 48.000 UN | 20.50000 984.00| |
SEEDING METHOD NUMBER 1 - PLAN QUANTITY | | |
0450 618.1401 267.000 UN | 20.00000 5340.00| |
SEEDING METHOD NUMBER 2 - PLAN QUANTITY | | |
0460 618.1411 30.000 UN | 20.00000 600.00| |
SEEDING METHOD NUMBER 3 - PLAN QUANTITY | | |
0470 619.1201 345.000 UN | 15.00000 5175.00| |
MULCH - PLAN QUANTITY | | |
0480 620.58 500.000 SY | 3.00000 1500.00| |
EROSION CONTROL GEOTEXTILE | | |
0490 627.76 LUMP| 7000.00000 7000.00| |
TEMPORARY PVMT. MARK LINE, W OR YELLOW | | |
0500 629.05 35.000 HR | 26.00000 910.00| |
HAND LABOR, STRAIGHT TIME | | |
LETTING DATE : 04/20/05 MAINE DEPARTMENT OF TRANSPORTATION DATE : 04/20/05
PAGE : 4
COUNTIE(S): AROOSTOOK TABULATION OF BIDS
CONTRACT ID : 007606.00
=========
====================================================================================================================================
|( 1 ) 000022 |( ) |( )
|LANE CONSTRUCTION CORP. (TH | |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0510 631.10 35.000 HR | 60.00000 2100.00| |
AIR COMPRESSOR (INCLUDING OPERATOR) | | |
0520 631.11 35.000 HR | 25.00000 875.00| |
AIR TOOL (INCLUDING OPERATOR) | | |
0530 631.12 35.000 HR | 90.00000 3150.00| |
ALL PURPOSE EXCAVATOR (INCLUDING | | |
OPERATOR) | | |
0540 631.132 10.000 HR | 80.00000 800.00| |
SMALL BULLDOZER (INCLUDING OPERATOR) | | |
0550 631.14 10.000 HR | 95.00000 950.00| |
GRADER (INCLUDING OPERATOR) | | |
0560 631.172 45.000 HR | 55.00000 2475.00| |
TRUCK - LARGE (INCLUDING OPERATOR) | | |
0570 631.18 10.000 HR | 45.00000 450.00| |
CHAIN SAW RENTAL (INCLUDING OPERATOR) | | |
0580 631.32 10.000 HR | 125.00000 1250.00| |
CULVERT CLEANER (INCLUDING OPERATOR) | | |
0590 639.19 1.000 EA | 8000.00000 8000.00| |
FIELD OFFICE TYPE B | | |
0600 652.38 2920.000 HR | 17.50000 51100.00| |
FLAGGER | | |
0610 652.39 LUMP| 50000.00000 50000.00| |
WORK ZONE TRAFFIC CONTROL | | |
0620 656.75 LUMP| 18000.00000 18000.00| |
TEMPORARY SOIL EROSION AND WATER | | |
POLLUTION CONTROL | | |
0630 658.20 260.000 SY | 20.00000 5200.00| |
ACRYLIC LATEX COLOR FINISH, GREEN | | |
0640 659.10 LUMP| 200000.00000 200000.00| |
MOBILIZATION | | |
SECTION TOTALS | $ 1,964,881.00| $ 0.00| $ 0.00
------------------------------------------+----------------------------+----------------------------+-------------------------------
CONTRACT TOTALS | $ 1,964,881.00| $ | $
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