Skip Maine state header navigation
LETTING DATE : 05/03/00 MAINE DEPARTMENT OF TRANSPORTATION DATE : 12/04/01
PAGE : 1
LOCATION : BUCKSPORT TABULATION OF BIDS
ORLAND
SURRY CONTRACT ID : 009133.00
DEDHAM =========
ELLSWORTH
COMPLETION DATE : 08/26/00
PROJECT(S): NH-9133(00)E COUNTIE(S) : HANCOCK MAINE STATE DEPTARTMENT OF TRANSPORTATION
A TRUE COPY : __________________________
TITLE : __________________________
CONTRACT DESCRIPTION : LEVEL 2 RESURFACING AND GR SAFETY IMPROVEMENTS ATTEST : _______________________________
NOTARY PUBLIC
--------------------------------------------------------------------------------------------------------------------------
TOTAL % OVER
RANK VENDOR NO./NAME BID LOW BID
--------------------------------------------------------------------------------------------------------------------------
1 000022 THE LANE CONSTRUCTION CORP. $ 653,618.06 100.0000%
====================================================================================================================================
|( 1 ) 000022 |( ) |( )
|THE LANE CONSTRUCTION CORP. | |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0001 HIGHWAY ITEMS
| | |
0010 107.27 LUMP| 25000.00000 25000.00| |
TEMPORARY SOIL EROSION AND WATER | | |
POLLUTION CONTROL | | |
0020 202.203 795.000 M2 | 10.00000 7950.00| |
PAVEMENT BUTT JOINTS | | |
0030 203.202 1500.000 M | 6.50000 9750.00| |
INSLOPE EXCAVATION | | |
0040 203.203 2800.000 M | 8.00000 22400.00| |
DITCH EXCAVATION | | |
0050 203.25 10.000 M3 | 40.00000 400.00| |
GRANULAR BORROW | | |
0060 204.41 20.000 M2 | 25.00000 500.00| |
REHABILITATION OF EXISTING SHOULDERS, | | |
PLAN QUANTITY | | |
0070 205.51 65.000 M2 | 37.00000 2405.00| |
WIDENING OF EXISTING SHOULDER | | |
0080 206.07 10.000 M3 | 220.00000 2200.00| |
STRUCTURAL ROCK EXCAVATION - DRAINAGE | | |
AND MINOR STRUCTURES | | |
0090 304.10 154.000 M3 | 24.00000 3696.00| |
AGGREGATE SUBBASE COURSE - GRAVEL | | |
0100 403.209 80.000 MG | 85.00000 6800.00| |
HOT MIX ASPHALT 9.5 MM(SIDEWALKS,DRIVES | | |
INCIDENTAL ) | | |
LETTING DATE : 05/03/00 MAINE DEPARTMENT OF TRANSPORTATION DATE : 12/04/01
PAGE : 2
LOCATION : BUCKSPORT TABULATION OF BIDS
ORLAND
SURRY CONTRACT ID : 009133.00
DEDHAM =========
ELLSWORTH
====================================================================================================================================
|( 1 ) 000022 |( ) |( )
|THE LANE CONSTRUCTION CORP. | |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0110 403.210 5450.000 MG | 40.45000 220452.50| |
HOT MIX ASPHALT 9.5 MM NOMINAL MAX SIZE | | |
0120 403.212 2000.000 MG | 40.45000 80900.00| |
HOT MIX ASPHALT 4.75 MM | | |
0130 409.15 5840.000 L | 1.25000 7300.00| |
BITUMINOUS TACK COAT APPLIED | | |
0140 411.10 15.000 M3 | 45.00000 675.00| |
UNTREATED AGGREGATE SURFACE COURSE | | |
(TRUCK MEASURE) | | |
0150 603.16 25.000 M | 130.00000 3250.00| |
375 MM CULVERT PIPE OPTION I | | |
0160 603.17 10.000 M | 145.00000 1450.00| |
450 MM CULVERT PIPE OPTION I | | |
0170 603.175 29.260 M | 285.00000 8339.10| |
450 MM RCP CLASS III | | |
0180 603.195 10.980 M | 325.00000 3568.50| |
600 MM RCP CLASS III | | |
0190 603.215 9.760 M | 370.00000 3611.20| |
900 MM REINFORCED CONCRETE PIPE CLASS | | |
III | | |
0200 603.7418 4.880 M | 270.00000 1317.60| |
REMOVE AND RELAY 450 MM CONCRETE PIPE | | |
0210 603.7424 7.320 M | 270.00000 1976.40| |
REMOVE AND RELAY 600 MM CONCRETE PIPE | | |
0220 605.09 320.000 M | 87.00000 27840.00| |
150 MM UNDERDRAIN TYPE B | | |
0230 605.10 24.000 M | 24.00000 576.00| |
150 MM UNDERDRAIN OUTLET | | |
0240 606.17 172.000 M | 37.21000 6400.12| |
GUARDRAIL TYPE 3B - SINGLE RAIL | | |
0250 606.1731 4.000 EA | 901.37000 3605.48| |
BRIDGE CONNECTION TYPE 1 | | |
0260 606.178 20.000 M | 15.50000 310.00| |
GUARDRAIL BEAM | | |
0270 606.21 70.200 M | 42.00000 2948.40| |
GUARDRAIL TYPE 3B - 4.5 M RADIUS OR LES | | |
0280 606.22 15.200 M | 37.50000 570.00| |
GUARDRAIL TYPE 3B - OVER 4.5 M RADIUS | | |
0290 606.23 88.000 M | 35.41000 3116.08| |
GUARDRAIL TYPE 3C - SINGLE RAIL | | |
0300 606.232 15.200 M | 39.90000 606.48| |
GUARDRAIL TYPE 3C - OVER 4.5 M RADIUS | | |
LETTING DATE : 05/03/00 MAINE DEPARTMENT OF TRANSPORTATION DATE : 12/04/01
PAGE : 3
LOCATION : BUCKSPORT TABULATION OF BIDS
ORLAND
SURRY CONTRACT ID : 009133.00
DEDHAM =========
ELLSWORTH
====================================================================================================================================
|( 1 ) 000022 |( ) |( )
|THE LANE CONSTRUCTION CORP. | |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0310 606.265 8.000 EA | 25.00000 200.00| |
TERMINAL END - SINGLE RAIL - GALVANIZED | | |
STEEL | | |
0320 606.35 44.000 EA | 20.00000 880.00| |
GUARDRAIL DELINEATOR POST | | |
0330 606.357 202.000 M | 8.50000 1717.00| |
GUARDRAIL, MODIFY, TYPE 3B | | |
0340 606.367 10.000 EA | 25.00000 250.00| |
REPLACE UNUSABLE EXISTING GUARDRAIL | | |
POSTS | | |
0350 606.47 5.000 EA | 25.00000 125.00| |
SINGLE WOOD POST | | |
0360 606.754 20.000 EA | 710.00000 14200.00| |
WIDEN SHOULDER FOR 350 END TREATMENT | | |
0370 606.79 20.000 EA | 1239.75000 24795.00| |
GUARDRAIL 350 FLARED TERMINAL | | |
0380 609.31 85.000 M | 15.00000 1275.00| |
CURB TYPE 3 | | |
0390 610.08 65.000 M3 | 80.00000 5200.00| |
PLAIN RIPRAP | | |
0400 610.18 400.000 M3 | 47.00000 18800.00| |
STONE DITCH PROTECTION | | |
0410 613.319 2560.000 M2 | 2.00000 5120.00| |
TEMPORARY EROSION CONTROL BLANKET | | |
0420 618.1401 176.000 UN | 9.95000 1751.20| |
SEEDING METHOD NUMBER 2 - PLAN QUANTITY | | |
0430 619.1201 176.000 UN | 8.25000 1452.00| |
MULCH - PLAN QUANTITY | | |
0440 620.58 1860.000 M2 | 2.75000 5115.00| |
EROSION CONTROL GEOTEXTILE | | |
0450 627.75 53.650 M2 | 20.00000 1073.00| |
WHITE OR YELLOW PAVEMENT AND CURB | | |
MARKING | | |
0460 627.76 LUMP| 4000.00000 4000.00| |
TEMPORARY PAVEMENT MARKING LINE, WHITE | | |
OR YELLOW | | |
0470 629.05 10.000 MH | 18.00000 180.00| |
HAND LABOR, STRAIGHT TIME | | |
0480 631.12 45.000 HR | 77.00000 3465.00| |
ALL PURPOSE EXCAVATOR (INCLUDING | | |
OPERATOR) | | |
LETTING DATE : 05/03/00 MAINE DEPARTMENT OF TRANSPORTATION DATE : 12/04/01
PAGE : 4
LOCATION : BUCKSPORT TABULATION OF BIDS
ORLAND
SURRY CONTRACT ID : 009133.00
DEDHAM =========
ELLSWORTH
====================================================================================================================================
|( 1 ) 000022 |( ) |( )
|THE LANE CONSTRUCTION CORP. | |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0490 631.172 70.000 HR | 42.00000 2940.00| |
TRUCK - LARGE (INCLUDING OPERATOR) | | |
0500 631.32 10.000 HR | 130.00000 1300.00| |
CULVERT CLEANER (INCLUDING OPERATOR) | | |
0510 639.19 1.000 EA | 4000.00000 4000.00| |
FIELD OFFICE TYPE B | | |
0520 652.311 10.000 EA | 50.00000 500.00| |
TYPE II BARRICADE | | |
0530 652.33 10.000 EA | 40.00000 400.00| |
DRUM | | |
0540 652.34 60.000 EA | 20.00000 1200.00| |
CONE | | |
0550 652.35 57.000 M2 | 88.00000 5016.00| |
CONSTRUCTION SIGNS | | |
0560 652.36 90.000 CD | 125.00000 11250.00| |
MAINTENANCE OF TRAFFIC CONTROL DEVICES | | |
0570 652.38 1500.000 MH | 15.00000 22500.00| |
FLAGGER | | |
0580 659.10 LUMP| 55000.00000 55000.00| |
MOBILIZATION | | |
SECTION TOTALS | $ 653,618.06| $ 0.00| $ 0.00
------------------------------------------+----------------------------+----------------------------+-------------------------------
CONTRACT TOTALS | $ 653,618.06| $ | $
====================================================================================================================================