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LETTING DATE : 04/20/05 MAINE DEPARTMENT OF TRANSPORTATION DATE : 04/21/05
PAGE : 1
COUNTIE(S): AROOSTOOK TABULATION OF BIDS
CONTRACT ID : 011109.00 COMPLETION DATE : 12/12/05
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PROJECT(S): 011109.00 LOCATION(S): BANCROFT MAINE STATE DEPARTMENT OF TRANSPORTATION
011110.00 BANCROFT
011111.00 BANCROFT A TRUE COPY : __________________________
OTHERS OTHERS
TITLE : __________________________
ATTEST : ____________________________ CONTRACT DESCRIPTION : BANCROFT & OTHER LOCATIONS, HIGHWAY IMPROVEMENTS 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) $ 2,318,084.60 100.0000%
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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 202.203 50.000 SY | 14.00000 700.00| |
PAVEMENT BUTT JOINTS | | |
0020 203.20 20.000 CY | 8.00000 160.00| |
COMMON EXCAVATION | | |
0030 204.41 1791.000 SY | 4.00000 7164.00| |
REHABILITATION OF EXISTING SHOULDERS, | | |
PLAN QUANTITY | | |
0040 205.51 542.000 SY | 12.00000 6504.00| |
WIDENING OF EXISTING SHOULDER | | |
0050 211.20 40820.000 LF | 2.00000 81640.00| |
INSLOPE EXCAVATION | | |
0060 211.30 10250.000 LF | 3.50000 35875.00| |
DITCH EXCAVATION | | |
0070 211.40 324.000 LF | 7.00000 2268.00| |
NEW DITCH EXCAVATION | | |
0080 304.103 760.000 CY | 20.00000 15200.00| |
AGGREGATE SUBBASE - GRAVEL (TRUCK | | |
MEASURE) | | |
0090 403.209 150.000 T | 110.00000 16500.00| |
HOT MIX ASPHALT 9.5 MM HMA (SIDEWALKS | | |
DRIVES, INCIDENT ALS) | | |
0100 403.210 6995.000 T | 51.75000 361991.25| |
HOT MIX ASPHALT 9.5 MM HMA | | |
0110 403.213 9010.000 T | 50.25000 452752.50| |
HOT MIX ASPHALT 12.5 MM HMA BASE | | |
LETTING DATE : 04/20/05 MAINE DEPARTMENT OF TRANSPORTATION DATE : 04/21/05
PAGE : 2
COUNTIE(S): AROOSTOOK TABULATION OF BIDS
CONTRACT ID : 011109.00
=========
====================================================================================================================================
|( 1 ) 000022 |( ) |( )
|LANE CONSTRUCTION CORP. (TH | |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0120 409.15 5815.000 G | 3.50000 20352.50| |
BITUMINOUS TACK COAT APPLIED | | |
0130 411.10 180.000 CY | 45.00000 8100.00| |
UNTREATED AGGREGATE SURFACE COURSE | | |
(TRUCK MEASURE) | | |
0140 603.16 90.000 LF | 35.00000 3150.00| |
15 INCH CULVERT PIPE OPTION I | | |
0150 603.17 120.000 LF | 38.00000 4560.00| |
18 INCH CULVERT PIPE OPTION I | | |
0160 603.179 468.000 LF | 65.00000 30420.00| |
18 INCH CULVERT PIPE OPTION III | | |
0170 603.199 386.000 LF | 68.00000 26248.00| |
24 INCH CULVERT PIPE OPTION III | | |
0180 603.209 60.000 LF | 75.00000 4500.00| |
30 INCH CULVERT PIPE OPTION III | | |
0190 603.219 272.000 LF | 90.00000 24480.00| |
36 INCH CULVERT PIPE OPTION III | | |
0200 603.229 120.000 LF | 100.00000 12000.00| |
42 INCH CULVERT PIPE OPTION III | | |
0210 604.182 3.000 EA | 200.00000 600.00| |
CLEAN EXISTING CATCH BASIN AND MANHOLE | | |
0220 606.1722 4.000 EA | 800.00000 3200.00| |
BRIDGE TRANSITION - TYPE 2 | | |
0230 606.23 5062.500 LF | 12.50000 63281.25| |
GUARDRAIL TYPE 3C - SINGLE RAIL | | |
0240 606.232 100.000 LF | 16.60000 1660.00| |
GUARDRAIL TYPE 3C - OVER 15 FOOT RADIUS | | |
0250 606.265 4.000 EA | 45.50000 182.00| |
TERMINAL END - SINGLE RAIL - GALVANIZED | | |
STEEL | | |
0260 606.35 59.000 EA | 12.90000 761.10| |
GUARDRAIL DELINEATOR POST | | |
0270 606.753 9.000 EA | 700.00000 6300.00| |
WIDEN SHOULDER FOR LOW VOLUME END | | |
0280 606.754 16.000 EA | 700.00000 11200.00| |
WIDEN SHOULDER FOR GUARDRAIL 350 FLARED | | |
TERMINAL | | |
0290 606.78 9.000 EA | 905.00000 8145.00| |
LOW VOLUME GUARDRAIL ENDS - TYPE 3 | | |
0300 606.79 16.000 EA | 1750.00000 28000.00| |
GUARDRAIL 350 FLARED TERMINAL | | |
LETTING DATE : 04/20/05 MAINE DEPARTMENT OF TRANSPORTATION DATE : 04/21/05
PAGE : 3
COUNTIE(S): AROOSTOOK TABULATION OF BIDS
CONTRACT ID : 011109.00
=========
====================================================================================================================================
|( 1 ) 000022 |( ) |( )
|LANE CONSTRUCTION CORP. (TH | |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0310 609.31 84.000 LF | 8.50000 714.00| |
CURB TYPE 3 | | |
0320 610.08 220.000 CY | 60.00000 13200.00| |
PLAIN RIPRAP | | |
0330 610.18 170.000 CY | 60.00000 10200.00| |
STONE DITCH PROTECTION | | |
0340 613.319 4370.000 SY | 1.00000 4370.00| |
EROSION CONTROL BLANKET | | |
0350 615.07 190.000 CY | 45.00000 8550.00| |
LOAM | | |
0360 618.1301 30.000 UN | 30.00000 900.00| |
SEEDING METHOD NUMBER 1 - PLAN QUANTITY | | |
0370 618.1401 795.000 UN | 12.00000 9540.00| |
SEEDING METHOD NUMBER 2 - PLAN QUANTITY | | |
0380 618.1411 33.000 UN | 43.00000 1419.00| |
SEEDING METHOD NUMBER 3 - PLAN QUANTITY | | |
0390 619.1201 858.000 UN | 8.00000 6864.00| |
MULCH - PLAN QUANTITY | | |
0400 620.54 490.000 SY | 2.50000 1225.00| |
STABILIZATION GEOTEXTILE | | |
0410 620.58 430.000 SY | 3.00000 1290.00| |
EROSION CONTROL GEOTEXTILE | | |
0420 627.75 100.000 SF | 12.00000 1200.00| |
WHITE OR YELLOW PAVEMENT AND CURB | | |
MARKING | | |
0430 627.76 LUMP| 10000.00000 10000.00| |
TEMPORARY PVMT. MARK LINE, W OR YELLOW | | |
0440 629.05 60.000 HR | 25.00000 1500.00| |
HAND LABOR, STRAIGHT TIME | | |
0450 631.10 10.000 HR | 35.00000 350.00| |
AIR COMPRESSOR (INCLUDING OPERATOR) | | |
0460 631.11 10.000 HR | 35.00000 350.00| |
AIR TOOL (INCLUDING OPERATOR) | | |
0470 631.12 34.000 HR | 100.00000 3400.00| |
ALL PURPOSE EXCAVATOR (INCLUDING | | |
OPERATOR) | | |
0480 631.132 10.000 HR | 60.00000 600.00| |
SMALL BULLDOZER (INCLUDING OPERATOR) | | |
0490 631.14 10.000 HR | 100.00000 1000.00| |
GRADER (INCLUDING OPERATOR) | | |
0500 631.172 34.000 HR | 45.00000 1530.00| |
TRUCK - LARGE (INCLUDING OPERATOR) | | |
LETTING DATE : 04/20/05 MAINE DEPARTMENT OF TRANSPORTATION DATE : 04/21/05
PAGE : 4
COUNTIE(S): AROOSTOOK TABULATION OF BIDS
CONTRACT ID : 011109.00
=========
====================================================================================================================================
|( 1 ) 000022 |( ) |( )
|LANE CONSTRUCTION CORP. (TH | |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0510 631.18 20.000 HR | 35.00000 700.00| |
CHAIN SAW RENTAL (INCLUDING OPERATOR) | | |
0520 631.32 10.000 HR | 100.00000 1000.00| |
CULVERT CLEANER (INCLUDING OPERATOR) | | |
0530 639.18 1.000 EA | 12000.00000 12000.00| |
FIELD OFFICE TYPE A | | |
0540 652.38 5284.000 HR | 17.00000 89828.00| |
FLAGGER | | |
0550 652.39 LUMP| 34000.00000 34000.00| |
WORK ZONE TRAFFIC CONTROL | | |
0560 656.75 LUMP| 12000.00000 12000.00| |
TEMPORARY SOIL EROSION AND WATER | | |
POLLUTION CONTROL | | |
0570 659.10 LUMP| 175000.00000 175000.00| |
MOBILIZATION | | |
0580 660.21 1000.000 HR | 1.00000 1000.00| |
ON-THE-JOB TRAINING (BID) | | |
SECTION TOTALS | $ 1,641,624.60| $ 0.00| $ 0.00
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0002 CEMENT
| | |
0590 308.36 90800.000 SY | 7.45000 676460.00| |
FULL DEPTH RECYCLED PAVEMENT WITH CEMEN | | |
SECTION TOTALS | $ 676,460.00| $ 0.00| $ 0.00
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0003 FOAM
| | |
0600 309.36 90800.000 SY | | |
FULL DEPTH REC PAVEMENT W/FOAM ASPHALT | | |
6 INCH DEPTH | | |
SECTION TOTALS | $ 0.00| $ 0.00| $ 0.00
------------------------------------------+----------------------------+----------------------------+-------------------------------
CONTRACT TOTALS | $ 2,318,084.60| $ | $
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