Skip Maine state header navigation
LETTING DATE : 03/26/03 MAINE DEPARTMENT OF TRANSPORTATION DATE : 03/26/03
PAGE : 1
COUNTIE(S): HANCOCK TABULATION OF BIDS
CONTRACT ID : 008838.00 COMPLETION DATE : 09/27/03
=========
PROJECT(S): STP-8838(00)X LOCATION(S): BAR HARBOR-RT. 3/102/198 INTERSECTIONSTATE DEPARTMENT OF TRANSPORTATION
STP-A058(000)X LAMOINE
STP-1058(100)X MOUNT DESERT A TRUE COPY : __________________________
OTHERS OTHERS
TITLE : __________________________
ATTEST : ____________________________ CONTRACT DESCRIPTION : INTERSECTION IMPROVEMENT NOTARY PUBLIC
--------------------------------------------------------------------------------------------------------------------------
TOTAL % OVER
RANK VENDOR NO./NAME BID LOW BID
--------------------------------------------------------------------------------------------------------------------------
1 000022 THE LANE CONSTRUCTION CORP. $ 1,846,006.94 100.0000%
====================================================================================================================================
|( 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 CATEGORY NUMBER 0001
| | |
0010 201.11 0.050 HA | 24000.00000 1200.00| |
CLEARING | | |
0020 201.23 1.000 EA | 720.00000 720.00| |
REMOVING SINGLE TREE TOP ONLY | | |
0030 201.24 1.000 EA | 240.00000 240.00| |
REMOVING STUMP | | |
0040 202.202 11818.000 M2 | 2.20000 25999.60| |
REMOVING PAVEMENT SURFACE | | |
0050 202.203 1820.000 M2 | 12.00000 21840.00| |
PAVEMENT BUTT JOINTS | | |
0060 203.2001 5577.000 M3 | 8.00000 44616.00| |
COMMON EXCAVATION - PLAN QUANTITY | | |
0070 204.41 548.000 M2 | 8.00000 4384.00| |
REHABILITATION OF EXISTING SHOULDERS, | | |
PLAN QUANTITY | | |
0080 211.20 1827.000 M | 6.50000 11875.50| |
INSLOPE EXCAVATION | | |
0090 211.30 10563.000 M | 8.00000 84504.00| |
DITCH EXCAVATION | | |
0100 304.102 5366.000 M3 | 12.00000 64392.00| |
AGGREGATE SUBBASE COURSE - GRAVEL (PIT | | |
MEASURE) | | |
0110 304.103 36.000 M3 | 48.00000 1728.00| |
AGGREGATE SUBBASE - GRAVEL (TRUCK | | |
MEASURE) | | |
LETTING DATE : 03/26/03 MAINE DEPARTMENT OF TRANSPORTATION DATE : 03/26/03
PAGE : 2
COUNTIE(S): HANCOCK TABULATION OF BIDS
CONTRACT ID : 008838.00
=========
====================================================================================================================================
|( 1 ) 000022 |( ) |( )
|THE LANE CONSTRUCTION CORP. | |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0120 307.32 11537.000 M2 | 1.80000 20766.60| |
FULL DEPTH RECYCLED PAVEMENT(UNTREATED | | |
MAINELINE TRAVELWAY) | | |
0130 403.209 403.000 MG | 90.00000 36270.00| |
HOT MIX ASPHALT 9.5 MM(SIDEWALKS,DRIVES | | |
INCIDENTAL ) | | |
0140 403.210 7469.000 MG | 40.80000 304735.20| |
HOT MIX ASPHALT 9.5 MM NOMINAL MAX SIZE | | |
0150 403.211 5198.000 MG | 40.80000 212078.40| |
HOT MIX ASPHALT (SHIM) | | |
0160 403.213 2746.000 MG | 39.40000 108192.40| |
HOT MIX ASPHALT 12.5 MM, BASE | | |
0170 409.15 9440.000 L | 1.10000 10384.00| |
BITUMINOUS TACK COAT APPLIED | | |
0180 502.21 21.000 M3 | 1200.00000 25200.00| |
STRUCTURAL CONCRETE, ABUTMENTS AND | | |
RETAINING WALLS | | |
0190 503.12 3603.000 KG | 2.80000 10088.40| |
REINFORCING STEEL, FABRICATED AND | | |
DELIVERED | | |
0200 503.13 3603.000 KG | 0.85000 3062.55| |
REINFORCING STEEL, PLACING | | |
0210 507.0848 90.000 LS | 14000.00000 14000.00| |
BARRIER MOUNTED STEEL BRIDGE RAIL 2 BAR | | |
0220 525.32 LUMP| 7500.00000 7500.00| |
GRANITE MASONRY WALL - REMOVE AND RESET | | |
0230 603.16 430.000 M | 120.00000 51600.00| |
375 MM CULVERT PIPE OPTION I | | |
0240 603.169 126.700 M | 220.00000 27874.00| |
375 MM CULVERT PIPE OPTION III | | |
0250 603.17 333.000 M | 130.00000 43290.00| |
450 MM CULVERT PIPE OPTION I | | |
0260 603.179 114.600 M | 215.00000 24639.00| |
450 MM CULVERT PIPE OPTION III | | |
0270 603.199 28.600 M | 240.00000 6864.00| |
600 MM CULVERT PIPE OPTION III | | |
0280 604.092 10.000 EA | 1800.00000 18000.00| |
CATCH BASIN TYPE B1-C | | |
0290 604.167 28.000 EA | 600.00000 16800.00| |
ALTER CATCH BASIN GRATE TO CASCADE | | |
0300 604.18 1.000 EA | 430.00000 430.00| |
ADJUSTING MANHOLE OR CATCH BASIN TO | | |
GRADE | | |
LETTING DATE : 03/26/03 MAINE DEPARTMENT OF TRANSPORTATION DATE : 03/26/03
PAGE : 3
COUNTIE(S): HANCOCK TABULATION OF BIDS
CONTRACT ID : 008838.00
=========
====================================================================================================================================
|( 1 ) 000022 |( ) |( )
|THE LANE CONSTRUCTION CORP. | |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0310 604.245 4.000 EA | 1200.00000 4800.00| |
CATCH BASIN TYPE F4-C | | |
0320 605.09 158.000 M | 84.00000 13272.00| |
150 MM UNDERDRAIN TYPE B | | |
0330 605.12 307.000 M | 130.00000 39910.00| |
375 MM UNDERDRAIN TYPE C | | |
0340 605.13 179.000 M | 145.00000 25955.00| |
450 MM UNDERDRAIN TYPE C | | |
0350 606.17 1427.000 M | 36.00000 51372.00| |
GUARDRAIL TYPE 3B - SINGLE RAIL | | |
0360 606.21 42.000 M | 38.00000 1596.00| |
GUARDRAIL TYPE 3B - 4.5 M RADIUS OR LES | | |
0370 606.22 26.600 M | 38.00000 1010.80| |
GUARDRAIL TYPE 3B - OVER 4.5 M RADIUS | | |
0380 606.265 9.000 EA | 39.00000 351.00| |
TERMINAL END - SINGLE RAIL - GALVANIZED | | |
STEEL | | |
0390 606.35 66.000 EA | 33.00000 2178.00| |
GUARDRAIL DELINEATOR POST | | |
0400 606.361 91.000 M | 34.00000 3094.00| |
GUARDRAIL REMOVE AND RESET TYPE 3B | | |
0410 606.362 156.000 M | 15.00000 2340.00| |
GUARDRAIL ADJUSTED | | |
0420 606.611 395.000 M | 130.00000 51350.00| |
TIMBER GUARDRAIL | | |
0430 606.76 31.000 EA | 1500.00000 46500.00| |
MODIFIED ECCENTRIC LOADER TERMINAL | | |
0440 609.11 21.000 M | 92.00000 1932.00| |
VERTICAL CURB TYPE 1 | | |
0450 609.31 1649.000 M | 15.00000 24735.00| |
CURB TYPE 3 | | |
0460 609.38 622.000 M | 51.00000 31722.00| |
RESET CURB TYPE 1 | | |
0470 609.50 643.000 M | 8.70000 5594.10| |
CONCRETE BASE FOR CURBING | | |
0480 610.08 60.000 M3 | 72.00000 4320.00| |
PLAIN RIPRAP | | |
0490 613.319 13629.800 M2 | 1.80000 24533.64| |
EROSION CONTROL BLANKET | | |
0500 615.07 10.000 M3 | 60.00000 600.00| |
LOAM | | |
LETTING DATE : 03/26/03 MAINE DEPARTMENT OF TRANSPORTATION DATE : 03/26/03
PAGE : 4
COUNTIE(S): HANCOCK TABULATION OF BIDS
CONTRACT ID : 008838.00
=========
====================================================================================================================================
|( 1 ) 000022 |( ) |( )
|THE LANE CONSTRUCTION CORP. | |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0510 618.1401 647.000 UN | 14.00000 9058.00| |
SEEDING METHOD NUMBER 2 - PLAN QUANTITY | | |
0520 619.1201 647.000 UN | 7.25000 4690.75| |
MULCH - PLAN QUANTITY | | |
0530 620.58 203.000 M2 | 3.00000 609.00| |
EROSION CONTROL GEOTEXTILE | | |
0540 627.811 1710.000 EA | 2.00000 3420.00| |
TEMPORARY BI-DIRECTIONAL YELLOW | | |
DELINEATORS | | |
0550 629.05 40.000 HR | 22.00000 880.00| |
HAND LABOR, STRAIGHT TIME | | |
0560 631.12 40.000 HR | 90.00000 3600.00| |
ALL PURPOSE EXCAVATOR (INCLUDING | | |
OPERATOR) | | |
0570 631.172 80.000 HR | 45.00000 3600.00| |
TRUCK - LARGE (INCLUDING OPERATOR) | | |
0580 631.18 35.000 HR | 26.00000 910.00| |
CHAIN SAW RENTAL (INCLUDING OPERATOR) | | |
0590 631.32 40.000 HR | 120.00000 4800.00| |
CULVERT CLEANER (INCLUDING OPERATOR) | | |
0600 639.19 1.000 EA | 7000.00000 7000.00| |
FIELD OFFICE TYPE B | | |
0610 643.86 1.000 EA | 4000.00000 4000.00| |
TRAFFIC SIGNAL LOOP DETECTORS | | |
0620 652.39 LUMP| 170000.00000 170000.00| |
WORK ZONE TRAFFIC CONTROL | | |
0630 656.75 LUMP| 12000.00000 12000.00| |
TEMPORARY SOIL EROSION AND WATER | | |
POLLUTION CONTROL | | |
0640 659.10 LUMP| 80000.00000 80000.00| |
MOBILIZATION | | |
0650 660.21 1000.000 HR | 1.00000 1000.00| |
ON-THE-JOB TRAINING (BID) | | |
SECTION TOTALS | $ 1,846,006.94| $ 0.00| $ 0.00
------------------------------------------+----------------------------+----------------------------+-------------------------------
CONTRACT TOTALS | $ 1,846,006.94| $ | $
====================================================================================================================================