Skip Maine state header navigation
LETTING DATE : 05/31/00 MAINE DEPARTMENT OF TRANSPORTATION DATE : 12/04/01
PAGE : 1
LOCATION : PATTEN TABULATION OF BIDS
CONTRACT ID : 008353.20
=========
PROJECT(S): STP-HP-8353(20)X COUNTIE(S) : PENOBSCOT MAINE STATE DEPTARTMENT OF TRANSPORTATION
A TRUE COPY : __________________________
TITLE : __________________________
ATTEST : _______________________________
CONTRACT DESCRIPTION : HIGHWAY IMPROVEMENTS NOTARY PUBLIC
--------------------------------------------------------------------------------------------------------------------------
TOTAL % OVER
RANK VENDOR NO./NAME BID LOW BID
--------------------------------------------------------------------------------------------------------------------------
1 000022 THE LANE CONSTRUCTION CORP. $ 2,608,356.42 100.0000%
====================================================================================================================================
|( 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| 55000.00000 55000.00| |
TEMPORARY SOIL EROSION AND WATER | | |
POLLUTION CONTROL | | |
0020 202.19 1.000 LS | 45000.00000 45000.00| |
REMOVING EXISTING BRIDGE | | |
0030 202.202 11840.000 M2 | 1.75000 20720.00| |
REMOVING PAVEMENT SURFACE | | |
0040 202.203 80.000 M2 | 10.00000 800.00| |
PAVEMENT BUTT JOINTS | | |
0050 203.20 5820.000 M3 | 10.00000 58200.00| |
COMMON EXCAVATION | | |
0060 203.202 3510.000 M | 5.00000 17550.00| |
INSLOPE EXCAVATION | | |
0070 203.203 4510.000 M | 8.50000 38335.00| |
DITCH EXCAVATION | | |
0080 203.25 766.000 M3 | 15.00000 11490.00| |
GRANULAR BORROW | | |
0090 206.061 200.000 M3 | 25.00000 5000.00| |
STRUCTURAL EARTH EXCAVATION - DRAINAGE | | |
AND MINOR STRUCTURES, BELOW GRADE | | |
0100 206.082 514.000 M3 | 30.00000 15420.00| |
STRUCTURAL EARTH EXCAVATION - MAJOR | | |
STRUCTURES | | |
0110 304.10 6180.000 M3 | 17.75000 109695.00| |
AGGREGATE SUBBASE COURSE - GRAVEL | | |
LETTING DATE : 05/31/00 MAINE DEPARTMENT OF TRANSPORTATION DATE : 12/04/01
PAGE : 2
LOCATION : PATTEN TABULATION OF BIDS
CONTRACT ID : 008353.20
=========
====================================================================================================================================
|( 1 ) 000022 |( ) |( )
|THE LANE CONSTRUCTION CORP. | |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0120 307.331 47660.000 M2 | 3.65000 173959.00| |
COLD IN-PLACE RECYCLED PAVEMENT | | |
(UNTREATED) | | |
0130 403.207 6900.000 MG | 41.90000 289110.00| |
HOT MIX ASPHALT 19.0 MM NOMINAL MAX SIZ | | |
0140 403.208 11390.000 MG | 42.90000 488631.00| |
HOT MIX ASPHALT 12.5 MM NOMINAL MAX SIZ | | |
0150 403.209 670.000 MG | 95.00000 63650.00| |
HOT MIX ASPHALT 9.5 MM(SIDEWALKS,DRIVES | | |
INCIDENTAL ) | | |
0160 403.210 30.000 MG | 75.00000 2250.00| |
HOT MIX ASPHALT 9.5 MM NOMINAL MAX SIZE | | |
0170 403.211 1000.000 MG | 43.60000 43600.00| |
HOT MIX ASPHALT (SHIM) | | |
0180 409.15 5030.000 L | 1.10000 5533.00| |
BITUMINOUS TACK COAT APPLIED | | |
0190 411.10 160.000 M3 | 35.00000 5600.00| |
UNTREATED AGGREGATE SURFACE COURSE | | |
(TRUCK MEASURE) | | |
0200 502.219 133.000 LS | 102000.00000 102000.00| |
STRUCTURAL CONCRETE, ABUTMENTS AND | | |
RETAINING WALLS | | |
0210 502.25 15.000 LS | 24000.00000 24000.00| |
STRUCTURAL CONCRETE SUPERSTRUCTURE SLAB | | |
0220 503.12 6650.000 KG | 1.50000 9975.00| |
REINFORCING STEEL, FABRICATED AND | | |
DELIVERED | | |
0230 503.13 6650.000 KG | 1.50000 9975.00| |
REINFORCING STEEL, PLACING | | |
0240 507.0811 1.000 LS | 10000.00000 10000.00| |
STEEL BRIDGE RAILING, 2 BAR | | |
0250 508.13 1.000 LS | 5000.00000 5000.00| |
MEMBRANE WATERPROOFING | | |
0260 511.07 LUMP| 25000.00000 25000.00| |
COFFERDAM: abut.#1 | | |
0270 511.07 LUMP| 25000.00000 25000.00| |
COFFERDAM: abut.#2 | | |
0280 511.07 LUMP| 60000.00000 60000.00| |
COFFERDAM: temp. rd. sheeting | | |
0290 512.081 1.000 LS | 4000.00000 4000.00| |
FRENCH DRAINS | | |
LETTING DATE : 05/31/00 MAINE DEPARTMENT OF TRANSPORTATION DATE : 12/04/01
PAGE : 3
LOCATION : PATTEN TABULATION OF BIDS
CONTRACT ID : 008353.20
=========
====================================================================================================================================
|( 1 ) 000022 |( ) |( )
|THE LANE CONSTRUCTION CORP. | |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0300 514.06 1.000 EA | 550.00000 550.00| |
CURING BOX FOR CONCRETE CYLINDERS | | |
0310 515.21 1.000 LS | 5000.00000 5000.00| |
PROTECTIVE COATING FOR CONCRETE SURFACE | | |
0320 526.301 1.000 LS | 6000.00000 6000.00| |
TEMPORARY CONCRETE BARRIER TYPE I | | |
0330 526.34 4.000 EA | 2000.00000 8000.00| |
PERMANENT CONCRETE TRANSITION BARRIER | | |
0340 535.60 1.000 LS | 95000.00000 95000.00| |
PRESTRESSED STRUCTURAL CONCRETE SLAB | | |
0350 603.16 274.000 M | 85.00000 23290.00| |
375 MM CULVERT PIPE OPTION I | | |
0360 603.17 122.000 M | 90.00000 10980.00| |
450 MM CULVERT PIPE OPTION I | | |
0370 603.179 52.000 M | 160.00000 8320.00| |
450 MM CULVERT PIPE OPTION III | | |
0380 603.19 101.000 M | 100.00000 10100.00| |
600 MM CULVERT PIPE OPTION I | | |
0390 603.199 35.000 M | 180.00000 6300.00| |
600 MM CULVERT PIPE OPTION III | | |
0400 603.219 19.000 M | 200.00000 3800.00| |
900 MM CULVERT PIPE OPTION III | | |
0410 604.161 21.000 EA | 500.00000 10500.00| |
ALTERING CATCH BASIN | | |
0420 604.18 6.000 EA | 400.00000 2400.00| |
ADJUSTING MANHOLE OR CATCH BASIN TO | | |
GRADE | | |
0430 604.182 21.000 EA | 100.00000 2100.00| |
CLEAN EXISTING CATCH BASIN AND MANHOLE | | |
0440 605.09 440.000 M | 65.00000 28600.00| |
150 MM UNDERDRAIN TYPE B | | |
0450 605.10 30.000 M | 55.00000 1650.00| |
150 MM UNDERDRAIN OUTLET | | |
0460 606.17 220.000 M | 35.00000 7700.00| |
GUARDRAIL TYPE 3B - SINGLE RAIL | | |
0470 606.1721 4.000 EA | 850.00000 3400.00| |
BRIDGE TRANSITION - TYPE 1 | | |
0480 606.22 7.620 M | 41.00000 312.42| |
GUARDRAIL TYPE 3B - OVER 4.5 M RADIUS | | |
0490 606.265 1.000 EA | 35.00000 35.00| |
TERMINAL END - SINGLE RAIL - GALVANIZED | | |
STEEL | | |
LETTING DATE : 05/31/00 MAINE DEPARTMENT OF TRANSPORTATION DATE : 12/04/01
PAGE : 4
LOCATION : PATTEN TABULATION OF BIDS
CONTRACT ID : 008353.20
=========
====================================================================================================================================
|( 1 ) 000022 |( ) |( )
|THE LANE CONSTRUCTION CORP. | |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0500 606.35 17.000 EA | 30.00000 510.00| |
GUARDRAIL DELINEATOR POST | | |
0510 606.752 6.000 EA | 1000.00000 6000.00| |
WIDEN SHOULDER FOR MODIFIED ECCENTRIC | | |
LOADER TERMINAL | | |
0520 606.76 9.000 EA | 1000.00000 9000.00| |
MODIFIED ECCENTRIC LOADER TERMINAL | | |
0530 608.45 1650.000 M2 | 25.00000 41250.00| |
CONSTRUCTING SIDEWALK | | |
0540 609.31 1300.000 M | 16.00000 20800.00| |
CURB TYPE 3 | | |
0550 610.08 387.000 M3 | 40.00000 15480.00| |
PLAIN RIPRAP | | |
0560 610.18 2225.000 M3 | 40.00000 89000.00| |
STONE DITCH PROTECTION | | |
0570 613.319 5930.000 M2 | 2.50000 14825.00| |
TEMPORARY EROSION CONTROL BLANKET | | |
0580 615.07 760.000 M3 | 40.00000 30400.00| |
LOAM | | |
0590 618.1301 140.000 UN | 17.00000 2380.00| |
SEEDING METHOD NUMBER 1 - PLAN QUANTITY | | |
0600 618.1401 510.000 UN | 16.50000 8415.00| |
SEEDING METHOD NUMBER 2 - PLAN QUANTITY | | |
0610 619.1201 640.000 UN | 8.00000 5120.00| |
MULCH - PLAN QUANTITY | | |
0620 620.58 7770.000 M2 | 3.00000 23310.00| |
EROSION CONTROL GEOTEXTILE | | |
0630 627.711 21050.000 M | 0.32000 6736.00| |
WHITE OR YELLOW PAINTED PAVEMENT | | |
MARKING LINE (PLAN QUANTITY ) | | |
0640 627.75 120.000 M2 | 10.75000 1290.00| |
WHITE OR YELLOW PAVEMENT AND CURB | | |
MARKING | | |
0650 627.811 1200.000 EA | 2.00000 2400.00| |
TEMPORARY BI-DIRECTIONAL YELLOW | | |
DELINEATORS | | |
0660 629.05 55.000 MH | 20.00000 1100.00| |
HAND LABOR, STRAIGHT TIME | | |
0670 631.10 20.000 HR | 40.00000 800.00| |
AIR COMPRESSOR (INCLUDING OPERATOR) | | |
0680 631.11 20.000 HR | 20.00000 400.00| |
AIR TOOL (INCLUDING OPERATOR) | | |
LETTING DATE : 05/31/00 MAINE DEPARTMENT OF TRANSPORTATION DATE : 12/04/01
PAGE : 5
LOCATION : PATTEN TABULATION OF BIDS
CONTRACT ID : 008353.20
=========
====================================================================================================================================
|( 1 ) 000022 |( ) |( )
|THE LANE CONSTRUCTION CORP. | |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0690 631.12 55.000 HR | 85.00000 4675.00| |
ALL PURPOSE EXCAVATOR (INCLUDING | | |
OPERATOR) | | |
0700 631.14 10.000 HR | 85.00000 850.00| |
GRADER (INCLUDING OPERATOR) | | |
0710 631.172 85.000 HR | 40.00000 3400.00| |
TRUCK - LARGE (INCLUDING OPERATOR) | | |
0720 631.18 30.000 HR | 30.00000 900.00| |
CHAIN SAW RENTAL (INCLUDING OPERATOR) | | |
0730 631.32 25.000 HR | 130.00000 3250.00| |
CULVERT CLEANER (INCLUDING OPERATOR) | | |
0740 639.19 1.000 EA | 6000.00000 6000.00| |
FIELD OFFICE TYPE B | | |
0750 639.21 LUMP| 4000.00000 4000.00| |
TESTING FACILITIES SOILS | | |
0760 652.31 95.000 EA | 35.00000 3325.00| |
TYPE I BARRICADE | | |
0770 652.33 85.000 EA | 35.00000 2975.00| |
DRUM | | |
0780 652.34 240.000 EA | 25.00000 6000.00| |
CONE | | |
0790 652.35 170.000 M2 | 88.00000 14960.00| |
CONSTRUCTION SIGNS | | |
0800 652.36 215.000 CD | 125.00000 26875.00| |
MAINTENANCE OF TRAFFIC CONTROL DEVICES | | |
0810 652.38 4700.000 MH | 15.00000 70500.00| |
FLAGGER | | |
0820 659.10 LUMP| 217000.00000 217000.00| |
MOBILIZATION | | |
0830 660.21 1000.000 MH | 1.00000 1000.00| |
ON-THE-JOB TRAINING (BID) | | |
SECTION TOTALS | $ 2,603,456.42| $ 0.00| $ 0.00
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0002 NON-PART. SEWER ITEMS
| | |
0840 812.162 5.000 EA | 600.00000 3000.00| |
ADJUST SEWER MANHOLE TO GRADE | | |
0850 823.33 38.000 EA | 50.00000 1900.00| |
GATE VALVE WITH BOX | | |
SECTION TOTALS | $ 4,900.00| $ 0.00| $ 0.00
------------------------------------------+----------------------------+----------------------------+-------------------------------
CONTRACT TOTALS | $ 2,608,356.42| $ | $
====================================================================================================================================