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LETTING DATSTP-9093(00)X MAINE DEPARTMENT OF TRANSPORTATION DATE : 12/04/01
PAGE : 1
LOCATION : SEARSMONT TABULATION OF BIDS
MORRILL
BELMONT CONTRACT ID : 007893.00
=========
COMPLETION DATE : 12/01/00
PROJECT(S): NH-7893(00)E COUNTIE(S) : WALDO MAINE STATE DEPTARTMENT OF TRANSPORTATION
A TRUE COPY : __________________________
TITLE : __________________________
CONTRACT DESCRIPTION : LEVEL 2 RESURFACING ATTEST : _______________________________
NOTARY PUBLIC
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TOTAL % OVER
RANK VENDOR NO./NAME BID LOW BID
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1 000022 THE LANE CONSTRUCTION CORP. $ 2,545,338.50 100.0000%
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|( 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| 35000.00000 35000.00| |
TEMPORARY SOIL EROSION AND WATER | | |
POLLUTION CONTROL | | |
0020 201.23 1.000 EA | 400.00000 400.00| |
REMOVING SINGLE TREE TOP ONLY | | |
0030 201.24 1.000 EA | 200.00000 200.00| |
REMOVING STUMP | | |
0040 202.203 1390.000 M2 | 8.00000 11120.00| |
PAVEMENT BUTT JOINTS | | |
0050 203.202 17087.000 M | 6.50000 111065.50| |
INSLOPE EXCAVATION | | |
0060 203.203 12095.000 M | 8.00000 96760.00| |
DITCH EXCAVATION | | |
0070 203.25 20.000 M3 | 40.00000 800.00| |
GRANULAR BORROW | | |
0080 204.20 7756.000 M2 | 3.75000 29085.00| |
ADD SHOULDER AGGREGATE TO EXISTING | | |
SHOULDER, PLAN QUANTITY | | |
0090 204.41 18194.000 M2 | 4.20000 76414.80| |
REHABILITATION OF EXISTING SHOULDERS, | | |
PLAN QUANTITY | | |
0100 304.10 100.000 M3 | 40.00000 4000.00| |
AGGREGATE SUBBASE COURSE - GRAVEL | | |
0110 307.33 12775.000 M2 | 2.40000 30660.00| |
COLD IN-PLACE RECYCLED MATERIAL | | |
(UNTREATED) SHOULDER | | |
LETTING DATE : 05/03/00 MAINE DEPARTMENT OF TRANSPORTATION DATE : 12/04/01
PAGE : 2
LOCATION : SEARSMONT TABULATION OF BIDS
MORRILL
BELMONT CONTRACT ID : 007893.00
=========
====================================================================================================================================
|( 1 ) 000022 |( ) |( )
|THE LANE CONSTRUCTION CORP. | |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0120 307.40 30400.000 M2 | 3.75000 114000.00| |
COLD IN-PLACE RECYCLED PAVEMENT (WITH | | |
BITUMINOUS STABILIZER) | | |
0130 403.207 5110.000 MG | 39.75000 203122.50| |
HOT MIX ASPHALT 19.0 MM NOMINAL MAX SIZ | | |
0140 403.209 203.000 MG | 85.00000 17255.00| |
HOT MIX ASPHALT 9.5 MM(SIDEWALKS,DRIVES | | |
INCIDENTAL ) | | |
0150 403.210 17100.000 MG | 39.65000 678015.00| |
HOT MIX ASPHALT 9.5 MM NOMINAL MAX SIZE | | |
0160 403.211 10400.000 MG | 39.65000 412360.00| |
HOT MIX ASPHALT (SHIM) | | |
0170 409.15 12975.000 L | 1.20000 15570.00| |
BITUMINOUS TACK COAT APPLIED | | |
0180 411.10 165.000 M3 | 45.00000 7425.00| |
UNTREATED AGGREGATE SURFACE COURSE | | |
(TRUCK MEASURE) | | |
0190 502.46 0.700 M3 | 2400.00000 1680.00| |
STRUCTURAL CONCRETE CULVERT CONNECTION | | |
0200 503.12 67.000 KG | 2.00000 134.00| |
REINFORCING STEEL, FABRICATED AND | | |
DELIVERED | | |
0210 503.13 67.000 KG | 2.00000 134.00| |
REINFORCING STEEL, PLACING | | |
0220 504.069 4.000 EA | 200.00000 800.00| |
CONCRETE PIPE TIES | | |
0230 603.16 90.000 M | 125.00000 11250.00| |
375 MM CULVERT PIPE OPTION I | | |
0240 603.17 55.700 M | 132.00000 7352.40| |
450 MM CULVERT PIPE OPTION I | | |
0250 603.171 2.400 M | 200.00000 480.00| |
450 MM CORRUGATED METAL PIPE | | |
0260 603.179 53.600 M | 260.00000 13936.00| |
450 MM CULVERT PIPE OPTION III | | |
0270 603.19 20.000 M | 170.00000 3400.00| |
600 MM CULVERT PIPE OPTION I | | |
0280 603.199 29.900 M | 290.00000 8671.00| |
600 MM CULVERT PIPE OPTION III | | |
0290 603.205 23.300 M | 345.00000 8038.50| |
750 MM REINFORCED CONCRETE PIPE CLASS | | |
III | | |
LETTING DATE : 05/03/00 MAINE DEPARTMENT OF TRANSPORTATION DATE : 12/04/01
PAGE : 3
LOCATION : SEARSMONT TABULATION OF BIDS
MORRILL
BELMONT CONTRACT ID : 007893.00
=========
====================================================================================================================================
|( 1 ) 000022 |( ) |( )
|THE LANE CONSTRUCTION CORP. | |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0300 603.211 3.700 M | 300.00000 1110.00| |
900 MM CORRUGATED METAL PIPE | | |
0310 603.37 2.400 M | 400.00000 960.00| |
1600 MM SPAN 1075 MM RISE PIPE ARCH | | |
0320 603.7424 17.900 M | 270.00000 4833.00| |
REMOVE AND RELAY 600 MM CONCRETE PIPE | | |
0330 604.11 1.000 EA | 2700.00000 2700.00| |
CATCH BASIN TYPE C1 | | |
0340 604.161 10.000 EA | 520.00000 5200.00| |
ALTERING CATCH BASIN | | |
0350 604.18 1.000 EA | 390.00000 390.00| |
ADJUSTING MANHOLE OR CATCH BASIN TO | | |
GRADE | | |
0360 604.182 10.000 EA | 125.00000 1250.00| |
CLEAN EXISTING CATCH BASIN AND MANHOLE | | |
0370 605.10 50.000 M | 27.00000 1350.00| |
150 MM UNDERDRAIN OUTLET | | |
0380 606.17 1663.000 M | 29.50000 49058.50| |
GUARDRAIL TYPE 3B - SINGLE RAIL | | |
0390 606.1722 4.000 EA | 624.00000 2496.00| |
BRIDGE TRANSITION - TYPE 2 | | |
0400 606.21 26.600 M | 34.40000 915.04| |
GUARDRAIL TYPE 3B - 4.5 M RADIUS OR LES | | |
0410 606.22 3.800 M | 33.80000 128.44| |
GUARDRAIL TYPE 3B - OVER 4.5 M RADIUS | | |
0420 606.23 250.000 M | 28.84000 7210.00| |
GUARDRAIL TYPE 3C - SINGLE RAIL | | |
0430 606.231 7.600 M | 33.70000 256.12| |
GUARDRAIL TYPE 3C - 4.5 M RADIUS AND | | |
LESS | | |
0440 606.265 9.000 EA | 25.00000 225.00| |
TERMINAL END - SINGLE RAIL - GALVANIZED | | |
STEEL | | |
0450 606.35 116.000 EA | 20.00000 2320.00| |
GUARDRAIL DELINEATOR POST | | |
0460 606.362 100.000 M | 3.28000 328.00| |
GUARDRAIL ADJUSTED | | |
0470 606.47 60.000 EA | 25.00000 1500.00| |
SINGLE WOOD POST | | |
0480 606.752 29.000 EA | 700.00000 20300.00| |
WIDEN SHOULDER FOR MODIFIED ECCENTRIC | | |
LOADER TERMINAL | | |
LETTING DATE : 05/03/00 MAINE DEPARTMENT OF TRANSPORTATION DATE : 12/04/01
PAGE : 4
LOCATION : SEARSMONT TABULATION OF BIDS
MORRILL
BELMONT CONTRACT ID : 007893.00
=========
====================================================================================================================================
|( 1 ) 000022 |( ) |( )
|THE LANE CONSTRUCTION CORP. | |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0490 606.754 15.000 EA | 700.00000 10500.00| |
WIDEN SHOULDER FOR 350 END TREATMENT | | |
0500 606.76 29.000 EA | 1001.75000 29050.75| |
MODIFIED ECCENTRIC LOADER TERMINAL | | |
0510 606.79 15.000 EA | 1357.25000 20358.75| |
GUARDRAIL 350 FLARED TERMINAL | | |
0520 609.31 1000.000 M | 15.00000 15000.00| |
CURB TYPE 3 | | |
0530 610.08 12.000 M3 | 80.00000 960.00| |
PLAIN RIPRAP | | |
0540 610.18 2095.000 M3 | 40.00000 83800.00| |
STONE DITCH PROTECTION | | |
0550 613.319 13700.000 M2 | 1.70000 23290.00| |
TEMPORARY EROSION CONTROL BLANKET | | |
0560 618.1301 9.000 UN | 12.25000 110.25| |
SEEDING METHOD NUMBER 1 - PLAN QUANTITY | | |
0570 618.1401 873.000 UN | 12.25000 10694.25| |
SEEDING METHOD NUMBER 2 - PLAN QUANTITY | | |
0580 619.1201 882.000 UN | 6.35000 5600.70| |
MULCH - PLAN QUANTITY | | |
0590 620.58 9020.000 M2 | 3.00000 27060.00| |
EROSION CONTROL GEOTEXTILE | | |
0600 627.75 15.000 M2 | 30.00000 450.00| |
WHITE OR YELLOW PAVEMENT AND CURB | | |
MARKING | | |
0610 627.76 LUMP| 6500.00000 6500.00| |
TEMPORARY PAVEMENT MARKING LINE, WHITE | | |
OR YELLOW | | |
0620 629.05 70.000 MH | 18.00000 1260.00| |
HAND LABOR, STRAIGHT TIME | | |
0630 631.10 10.000 HR | 45.00000 450.00| |
AIR COMPRESSOR (INCLUDING OPERATOR) | | |
0640 631.11 10.000 HR | 10.00000 100.00| |
AIR TOOL (INCLUDING OPERATOR) | | |
0650 631.12 90.000 HR | 77.00000 6930.00| |
ALL PURPOSE EXCAVATOR (INCLUDING | | |
OPERATOR) | | |
0660 631.14 10.000 HR | 70.00000 700.00| |
GRADER (INCLUDING OPERATOR) | | |
0670 631.172 90.000 HR | 40.00000 3600.00| |
TRUCK - LARGE (INCLUDING OPERATOR) | | |
LETTING DATE : 05/03/00 MAINE DEPARTMENT OF TRANSPORTATION DATE : 12/04/01
PAGE : 5
LOCATION : SEARSMONT TABULATION OF BIDS
MORRILL
BELMONT CONTRACT ID : 007893.00
=========
====================================================================================================================================
|( 1 ) 000022 |( ) |( )
|THE LANE CONSTRUCTION CORP. | |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0680 631.18 30.000 HR | 25.00000 750.00| |
CHAIN SAW RENTAL (INCLUDING OPERATOR) | | |
0690 631.32 100.000 HR | 120.00000 12000.00| |
CULVERT CLEANER (INCLUDING OPERATOR) | | |
0700 639.19 1.000 EA | 5000.00000 5000.00| |
FIELD OFFICE TYPE B | | |
0710 652.31 40.000 EA | 40.00000 1600.00| |
TYPE I BARRICADE | | |
0720 652.311 25.000 EA | 50.00000 1250.00| |
TYPE II BARRICADE | | |
0730 652.33 65.000 EA | 40.00000 2600.00| |
DRUM | | |
0740 652.34 125.000 EA | 25.00000 3125.00| |
CONE | | |
0750 652.35 216.000 M2 | 90.00000 19440.00| |
CONSTRUCTION SIGNS | | |
0760 652.36 180.000 CD | 125.00000 22500.00| |
MAINTENANCE OF TRAFFIC CONTROL DEVICES | | |
0770 652.38 6800.000 MH | 15.00000 102000.00| |
FLAGGER | | |
0780 656.55 50.000 M3 | 40.00000 2000.00| |
DUMPED STONE | | |
0790 659.10 LUMP| 125000.00000 125000.00| |
MOBILIZATION | | |
SECTION TOTALS | $ 2,545,338.50| $ 0.00| $ 0.00
------------------------------------------+----------------------------+----------------------------+-------------------------------
CONTRACT TOTALS | $ 2,545,338.50| $ | $
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