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LETTING DATE : 04/19/00 MAINE DEPARTMENT OF TRANSPORTATION DATE : 12/04/01
PAGE : 1
LOCATION : THOMASTON TABULATION OF BIDS
SOUTH THOMASTON
CONTRACT ID : 008478.00
=========
COMPLETION DATE : 07/29/00
PROJECT(S): STP-8478(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 000050 MARRINERS, INC. $ 527,551.08 100.0000%
2 000022 THE LANE CONSTRUCTION CORP. $ 531,655.18 100.7780%
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|( 1 ) 000050 |( 2 ) 000022 |( )
|MARRINERS, INC. |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| 30000.00000 30000.00| 20000.00000 20000.00|
TEMPORARY SOIL EROSION AND WATER | | |
POLLUTION CONTROL | | |
0020 202.203 170.000 M2 | 12.00000 2040.00| 8.00000 1360.00|
PAVEMENT BUTT JOINTS | | |
0030 203.202 4495.000 M | 6.50000 29217.50| 5.60000 25172.00|
INSLOPE EXCAVATION | | |
0040 203.203 2844.000 M | 7.00000 19908.00| 6.90000 19623.60|
DITCH EXCAVATION | | |
0050 204.41 12516.000 M2 | 4.00000 50064.00| 4.25000 53193.00|
REHABILITATION OF EXISTING SHOULDERS, | | |
PLAN QUANTITY | | |
0060 403.209 90.000 MG | 85.00000 7650.00| 85.00000 7650.00|
HOT MIX ASPHALT 9.5 MM(SIDEWALKS,DRIVES | | |
INCIDENTAL ) | | |
0070 403.210 3810.000 MG | 38.00000 144780.00| 40.25000 153352.50|
HOT MIX ASPHALT 9.5 MM NOMINAL MAX SIZE | | |
0080 403.211 2550.000 MG | 39.00000 99450.00| 40.25000 102637.50|
HOT MIX ASPHALT (SHIM) | | |
0090 409.15 2840.000 L | 1.00000 2840.00| 1.10000 3124.00|
BITUMINOUS TACK COAT APPLIED | | |
0100 411.10 121.000 M3 | 40.00000 4840.00| 35.00000 4235.00|
UNTREATED AGGREGATE SURFACE COURSE | | |
(TRUCK MEASURE) | | |
LETTING DATE : 04/19/00 MAINE DEPARTMENT OF TRANSPORTATION DATE : 12/04/01
PAGE : 2
LOCATION : THOMASTON TABULATION OF BIDS
SOUTH THOMASTON
CONTRACT ID : 008478.00
=========
====================================================================================================================================
|( 1 ) 000050 |( 2 ) 000022 |( )
|MARRINERS, INC. |THE LANE CONSTRUCTION CORP. |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0110 411.12 1.000 MG | 40.00000 40.00| 55.00000 55.00|
CRUSHED STONE SURFACE | | |
0120 603.16 50.000 M | 125.00000 6250.00| 130.00000 6500.00|
375 MM CULVERT PIPE OPTION I | | |
0130 603.17 50.000 M | 145.00000 7250.00| 142.00000 7100.00|
450 MM CULVERT PIPE OPTION I | | |
0140 603.219 19.000 M | 250.00000 4750.00| 275.00000 5225.00|
900 MM CULVERT PIPE OPTION III | | |
0150 604.161 1.000 EA | 600.00000 600.00| 600.00000 600.00|
ALTERING CATCH BASIN | | |
0160 604.182 1.000 EA | 200.00000 200.00| 250.00000 250.00|
CLEAN EXISTING CATCH BASIN AND MANHOLE | | |
0170 606.47 50.000 EA | 40.00000 2000.00| 40.00000 2000.00|
SINGLE WOOD POST | | |
0180 609.31 240.000 M | 15.00000 3600.00| 15.00000 3600.00|
CURB TYPE 3 | | |
0190 610.08 50.000 M3 | 80.00000 4000.00| 75.00000 3750.00|
PLAIN RIPRAP | | |
0200 610.18 140.000 M3 | 55.00000 7700.00| 60.00000 8400.00|
STONE DITCH PROTECTION | | |
0210 613.319 1830.000 M2 | 2.00000 3660.00| 1.85000 3385.50|
TEMPORARY EROSION CONTROL BLANKET | | |
0220 618.1301 90.000 UN | 14.80000 1332.00| 13.45000 1210.50|
SEEDING METHOD NUMBER 1 - PLAN QUANTITY | | |
0230 618.1401 210.000 UN | 14.30000 3003.00| 13.00000 2730.00|
SEEDING METHOD NUMBER 2 - PLAN QUANTITY | | |
0240 619.1201 300.000 UN | 8.20000 2460.00| 7.45000 2235.00|
MULCH - PLAN QUANTITY | | |
0250 627.75 4.000 M2 | 129.12000 516.48| 129.12000 516.48|
WHITE OR YELLOW PAVEMENT AND CURB | | |
MARKING | | |
0260 627.76 LUMP| 2600.00000 2600.00| 4000.00000 4000.00|
TEMPORARY PAVEMENT MARKING LINE, WHITE | | |
OR YELLOW | | |
0270 629.05 10.000 MH | 20.00000 200.00| 20.00000 200.00|
HAND LABOR, STRAIGHT TIME | | |
0280 631.12 20.000 HR | 90.00000 1800.00| 85.00000 1700.00|
ALL PURPOSE EXCAVATOR (INCLUDING | | |
OPERATOR) | | |
0290 631.172 10.000 HR | 45.00000 450.00| 42.00000 420.00|
TRUCK - LARGE (INCLUDING OPERATOR) | | |
LETTING DATE : 04/19/00 MAINE DEPARTMENT OF TRANSPORTATION DATE : 12/04/01
PAGE : 3
LOCATION : THOMASTON TABULATION OF BIDS
SOUTH THOMASTON
CONTRACT ID : 008478.00
=========
====================================================================================================================================
|( 1 ) 000050 |( 2 ) 000022 |( )
|MARRINERS, INC. |THE LANE CONSTRUCTION CORP. |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0300 631.18 5.000 HR | 50.00000 250.00| 25.00000 125.00|
CHAIN SAW RENTAL (INCLUDING OPERATOR) | | |
0310 631.32 10.000 HR | 130.00000 1300.00| 80.00000 800.00|
CULVERT CLEANER (INCLUDING OPERATOR) | | |
0320 639.19 1.000 EA | 4500.00000 4500.00| 4000.00000 4000.00|
FIELD OFFICE TYPE B | | |
0330 652.31 10.000 EA | 45.00000 450.00| 32.00000 320.00|
TYPE I BARRICADE | | |
0340 652.33 10.000 EA | 45.00000 450.00| 32.00000 320.00|
DRUM | | |
0350 652.34 50.000 EA | 20.00000 1000.00| 24.00000 1200.00|
CONE | | |
0360 652.35 67.000 M2 | 90.00000 6030.00| 85.00000 5695.00|
CONSTRUCTION SIGNS | | |
0370 652.36 70.000 CD | 125.00000 8750.00| 105.00000 7350.00|
MAINTENANCE OF TRAFFIC CONTROL DEVICES | | |
0380 652.38 1500.000 MH | 14.00000 21000.00| 14.00000 21000.00|
FLAGGER | | |
0390 658.20 26.000 M2 | 23.85000 620.10| 23.85000 620.10|
ACRYLIC LATEX COLOR FINISH, GREEN | | |
0400 659.10 LUMP| 40000.00000 40000.00| 46000.00000 46000.00|
MOBILIZATION | | |
SECTION TOTALS | $ 527,551.08| $ 531,655.18| $ 0.00
------------------------------------------+----------------------------+----------------------------+-------------------------------
CONTRACT TOTALS | $ 527,551.08| $ 531,655.18| $
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