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LETTING DATNH-9129(00)E MAINE DEPARTMENT OF TRANSPORTATION DATE : 12/04/01
PAGE : 1
LOCATION : ROCKLAND TABULATION OF BIDS
CONTRACT ID : 009128.00
=========
COMPLETION DATE : 07/31/00
PROJECT(S): STP-6186(00)X COUNTIE(S) : KNOX 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. $ 875,053.91 100.0000%
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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| 12000.00000 12000.00| |
TEMPORARY SOIL EROSION AND WATER | | |
POLLUTION CONTROL | | |
0020 202.202 4900.000 M2 | 3.00000 14700.00| |
REMOVING PAVEMENT SURFACE | | |
0030 202.203 1700.000 M2 | 8.00000 13600.00| |
PAVEMENT BUTT JOINTS | | |
0040 203.20 80.000 M3 | 27.00000 2160.00| |
COMMON EXCAVATION | | |
0050 203.202 438.000 M | 6.50000 2847.00| |
INSLOPE EXCAVATION | | |
0060 203.203 296.000 M | 7.70000 2279.20| |
DITCH EXCAVATION | | |
0070 204.41 2173.000 M2 | 4.10000 8909.30| |
REHABILITATION OF EXISTING SHOULDERS, | | |
PLAN QUANTITY | | |
0080 304.10 90.000 M3 | 42.00000 3780.00| |
AGGREGATE SUBBASE COURSE - GRAVEL | | |
0090 403.207 400.000 MG | 45.00000 18000.00| |
HOT MIX ASPHALT 19.0 MM NOMINAL MAX SIZ | | |
0100 403.208 155.000 MG | 80.00000 12400.00| |
HOT MIX ASPHALT 12.5 MM NOMINAL MAX SIZ | | |
0110 403.209 505.000 MG | 90.00000 45450.00| |
HOT MIX ASPHALT 9.5 MM(SIDEWALKS,DRIVES | | |
INCIDENTAL ) | | |
LETTING DATE : 04/05/00 MAINE DEPARTMENT OF TRANSPORTATION DATE : 12/04/01
PAGE : 2
LOCATION : ROCKLAND TABULATION OF BIDS
CONTRACT ID : 009128.00
=========
====================================================================================================================================
|( 1 ) 000022 |( ) |( )
|THE LANE CONSTRUCTION CORP. | |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0120 403.210 3780.000 MG | 40.50000 153090.00| |
HOT MIX ASPHALT 9.5 MM NOMINAL MAX SIZE | | |
0130 403.211 2200.000 MG | 40.50000 89100.00| |
HOT MIX ASPHALT (SHIM) | | |
0140 409.15 4015.000 L | 1.00000 4015.00| |
BITUMINOUS TACK COAT APPLIED | | |
0150 411.10 175.000 M3 | 35.00000 6125.00| |
UNTREATED AGGREGATE SURFACE COURSE | | |
(TRUCK MEASURE) | | |
0160 603.231 3.700 M | 540.00000 1998.00| |
1200 MM CORRUGATED METAL PIPE | | |
0170 604.072 1.000 EA | 2500.00000 2500.00| |
CATCH BASIN TYPE A1-C | | |
0180 604.161 62.000 EA | 570.00000 35340.00| |
ALTERING CATCH BASIN | | |
0190 604.164 30.000 EA | 1200.00000 36000.00| |
REBUILDING CATCH BASIN | | |
0200 604.18 12.000 EA | 370.00000 4440.00| |
ADJUSTING MANHOLE OR CATCH BASIN TO | | |
GRADE | | |
0210 604.182 68.000 EA | 125.00000 8500.00| |
CLEAN EXISTING CATCH BASIN AND MANHOLE | | |
0220 606.23 186.700 M | 37.50000 7001.25| |
GUARDRAIL TYPE 3C - SINGLE RAIL | | |
0230 606.231 11.400 M | 42.20000 481.08| |
GUARDRAIL TYPE 3C - 4.5 M RADIUS AND | | |
LESS | | |
0240 606.232 11.400 M | 42.20000 481.08| |
GUARDRAIL TYPE 3C - OVER 4.5 M RADIUS | | |
0250 606.265 3.000 EA | 25.00000 75.00| |
TERMINAL END - SINGLE RAIL - GALVANIZED | | |
STEEL | | |
0260 606.35 17.000 EA | 25.00000 425.00| |
GUARDRAIL DELINEATOR POST | | |
0270 606.754 5.000 EA | 700.00000 3500.00| |
WIDEN SHOULDER FOR 350 END TREATMENT | | |
0280 606.79 5.000 EA | 1300.50000 6502.50| |
GUARDRAIL 350 FLARED TERMINAL | | |
0290 608.45 525.000 M2 | 26.00000 13650.00| |
CONSTRUCTING SIDEWALK | | |
0300 608.461 27.000 EA | 887.00000 23949.00| |
RECONSTRUCT PEDESTRIAN RAMP | | |
LETTING DATE : 04/05/00 MAINE DEPARTMENT OF TRANSPORTATION DATE : 12/04/01
PAGE : 3
LOCATION : ROCKLAND TABULATION OF BIDS
CONTRACT ID : 009128.00
=========
====================================================================================================================================
|( 1 ) 000022 |( ) |( )
|THE LANE CONSTRUCTION CORP. | |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0310 609.11 271.000 M | 97.00000 26287.00| |
VERTICAL CURB TYPE 1 | | |
0320 609.234 22.000 EA | 180.00000 3960.00| |
TERMINAL CURB TYPE 1 - 1.2 METER | | |
0330 609.237 118.000 EA | 230.00000 27140.00| |
TERMINAL CURB TYPE 1 - 2.1 METER | | |
0340 609.31 1840.000 M | 16.00000 29440.00| |
CURB TYPE 3 | | |
0350 609.38 1541.000 M | 69.00000 106329.00| |
RESET CURB TYPE 1 | | |
0360 610.08 30.000 M3 | 67.00000 2010.00| |
PLAIN RIPRAP | | |
0370 610.18 40.000 M3 | 55.00000 2200.00| |
STONE DITCH PROTECTION | | |
0380 613.319 525.000 M2 | 1.70000 892.50| |
TEMPORARY EROSION CONTROL BLANKET | | |
0390 615.07 40.000 M3 | 40.00000 1600.00| |
LOAM | | |
0400 618.1301 19.000 UN | 25.00000 475.00| |
SEEDING METHOD NUMBER 1 - PLAN QUANTITY | | |
0410 618.1401 28.000 UN | 20.00000 560.00| |
SEEDING METHOD NUMBER 2 - PLAN QUANTITY | | |
0420 619.1201 47.000 UN | 15.00000 705.00| |
MULCH - PLAN QUANTITY | | |
0430 620.58 250.000 M2 | 3.00000 750.00| |
EROSION CONTROL GEOTEXTILE | | |
0440 627.711 5950.000 M | 0.66000 3927.00| |
WHITE OR YELLOW PAINTED PAVEMENT | | |
MARKING LINE (PLAN QUANTITY ) | | |
0450 627.76 LUMP| 3000.00000 3000.00| |
TEMPORARY PAVEMENT MARKING LINE, WHITE | | |
OR YELLOW | | |
0460 629.05 30.000 MH | 19.00000 570.00| |
HAND LABOR, STRAIGHT TIME | | |
0470 631.10 20.000 HR | 40.00000 800.00| |
AIR COMPRESSOR (INCLUDING OPERATOR) | | |
0480 631.11 20.000 HR | 10.00000 200.00| |
AIR TOOL (INCLUDING OPERATOR) | | |
0490 631.12 40.000 HR | 87.00000 3480.00| |
ALL PURPOSE EXCAVATOR (INCLUDING | | |
OPERATOR) | | |
LETTING DATE : 04/05/00 MAINE DEPARTMENT OF TRANSPORTATION DATE : 12/04/01
PAGE : 4
LOCATION : ROCKLAND TABULATION OF BIDS
CONTRACT ID : 009128.00
=========
====================================================================================================================================
|( 1 ) 000022 |( ) |( )
|THE LANE CONSTRUCTION CORP. | |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0500 631.14 10.000 HR | 65.00000 650.00| |
GRADER (INCLUDING OPERATOR) | | |
0510 631.172 80.000 HR | 43.00000 3440.00| |
TRUCK - LARGE (INCLUDING OPERATOR) | | |
0520 631.32 10.000 HR | 130.00000 1300.00| |
CULVERT CLEANER (INCLUDING OPERATOR) | | |
0530 639.19 1.000 EA | 4000.00000 4000.00| |
FIELD OFFICE TYPE B | | |
0540 652.31 20.000 EA | 35.00000 700.00| |
TYPE I BARRICADE | | |
0550 652.33 60.000 EA | 35.00000 2100.00| |
DRUM | | |
0560 652.34 100.000 EA | 25.00000 2500.00| |
CONE | | |
0570 652.35 170.000 M2 | 86.00000 14620.00| |
CONSTRUCTION SIGNS | | |
0580 652.36 92.000 CD | 110.00000 10120.00| |
MAINTENANCE OF TRAFFIC CONTROL DEVICES | | |
0590 652.38 2000.000 MH | 14.00000 28000.00| |
FLAGGER | | |
0600 659.10 LUMP| 60000.00000 60000.00| |
MOBILIZATION | | |
SECTION TOTALS | $ 875,053.91| $ 0.00| $ 0.00
------------------------------------------+----------------------------+----------------------------+-------------------------------
CONTRACT TOTALS | $ 875,053.91| $ | $
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