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LETTING DATE : 03/20/02 MAINE DEPARTMENT OF TRANSPORTATION DATE : 12/10/02
PAGE : 1
LOCATION : TABULATION OF BIDS
CONTRACT ID : 010599.00 COMPLETION DATE : 11/30/02
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PROJECT(S): STP-1059(900)X COUNTIE(S) : PENOBSCOT MAINE STATE DEPARTMENT OF TRANSPORTATION
STP-1060(100)X
STP-1060(300)X PISCATAQUIS A TRUE COPY : __________________________
OTHERS
TITLE : __________________________
ATTEST : ____________________________ CONTRACT DESCRIPTION : LEVEL 1 RESURFACING NOTARY PUBLIC
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TOTAL % OVER
RANK VENDOR NO./NAME BID LOW BID
--------------------------------------------------------------------------------------------------------------------------
1 000529 BARRETT PAVING MATERIALS, INC. $ 1,664,055.61 100.0000%
2 000022 THE LANE CONSTRUCTION CORP. $ 1,745,976.67 104.9230%
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|( 1 ) 000529 |( 2 ) 000022 |( )
|BARRETT PAVING MATERIALS, I |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 201.23 2.000 EA | 450.00000 900.00| 450.00000 900.00|
REMOVING SINGLE TREE TOP ONLY | | |
0020 202.202 85140.000 M2 | 1.45000 123453.00| 2.30000 195822.00|
REMOVING PAVEMENT SURFACE | | |
0030 202.203 1100.000 M2 | 13.50000 14850.00| 12.00000 13200.00|
PAVEMENT BUTT JOINTS | | |
0040 203.20 705.000 M3 | 20.70000 14593.50| 16.00000 11280.00|
COMMON EXCAVATION | | |
0050 203.202 4322.000 M | 7.40000 31982.80| 6.00000 25932.00|
INSLOPE EXCAVATION | | |
0060 203.2026 654.000 M | 9.50000 6213.00| 9.00000 5886.00|
INSLOPE EXCAVATION, GUARDRAIL, PLAN | | |
QUANTITY | | |
0070 203.203 11119.000 M | 11.75000 130648.25| 8.75000 97291.25|
DITCH EXCAVATION | | |
0080 203.24 540.000 M3 | 28.50000 15390.00| 18.00000 9720.00|
COMMON BORROW | | |
0090 204.41 8210.000 M2 | 2.60000 21346.00| 3.70000 30377.00|
REHABILITATION OF EXISTING SHOULDERS, | | |
PLAN QUANTITY | | |
0100 304.103 424.000 M3 | 21.80000 9243.20| 24.00000 10176.00|
AGGREGATE SUBBASE - GRAVEL (TRUCK | | |
MEASURE) | | |
0110 403.209 404.000 MG | 108.00000 43632.00| 95.00000 38380.00|
HOT MIX ASPHALT 9.5 MM(SIDEWALKS,DRIVES | | |
INCIDENTAL ) | | |
LETTING DATE : 03/20/02 MAINE DEPARTMENT OF TRANSPORTATION DATE : 12/10/02
PAGE : 2
LOCATION : TABULATION OF BIDS
CONTRACT ID : 010599.00
=========
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|( 1 ) 000529 |( 2 ) 000022 |( )
|BARRETT PAVING MATERIALS, I |THE LANE CONSTRUCTION CORP. |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0120 403.210 13390.000 MG | 42.95000 575100.50| 43.85000 587151.50|
HOT MIX ASPHALT 9.5 MM NOMINAL MAX SIZE | | |
0130 403.211 4418.000 MG | 41.10000 181579.80| 44.85000 198147.30|
HOT MIX ASPHALT (SHIM) | | |
0140 409.15 29220.000 L | 0.30000 8766.00| 1.40000 40908.00|
BITUMINOUS TACK COAT APPLIED | | |
0150 411.10 210.000 M3 | 73.55000 15445.50| 55.00000 11550.00|
UNTREATED AGGREGATE SURFACE COURSE | | |
(TRUCK MEASURE) | | |
0160 603.16 20.000 M | 136.00000 2720.00| 120.00000 2400.00|
375 MM CULVERT PIPE OPTION I | | |
0170 603.169 2.000 M | 254.75000 509.50| 300.00000 600.00|
375 MM CULVERT PIPE OPTION III | | |
0180 603.17 2.000 M | 254.00000 508.00| 300.00000 600.00|
450 MM CULVERT PIPE OPTION I | | |
0190 603.179 3.000 M | 300.00000 900.00| 300.00000 900.00|
450 MM CULVERT PIPE OPTION III | | |
0200 603.19 9.000 M | 143.00000 1287.00| 135.00000 1215.00|
600 MM CULVERT PIPE OPTION I | | |
0210 603.199 27.000 M | 229.00000 6183.00| 320.00000 8640.00|
600 MM CULVERT PIPE OPTION III | | |
0220 603.219 5.000 M | 370.00000 1850.00| 330.00000 1650.00|
900 MM CULVERT PIPE OPTION III | | |
0230 603.7318 63.000 M | 120.20000 7572.60| 300.00000 18900.00|
REMOVE & RELAY 450 MM METAL PIPE | | |
0240 603.7324 52.000 M | 143.00000 7436.00| 320.00000 16640.00|
REMOVE AND RELAY 600 MM METAL PIPE | | |
0250 604.167 10.000 EA | 610.00000 6100.00| 220.00000 2200.00|
ALTER CATCH BASIN GRATE TO CASCADE | | |
0260 604.18 17.000 EA | 542.00000 9214.00| 350.00000 5950.00|
ADJUSTING MANHOLE OR CATCH BASIN TO | | |
GRADE | | |
0270 604.182 15.000 EA | 213.80000 3207.00| 125.00000 1875.00|
CLEAN EXISTING CATCH BASIN AND MANHOLE | | |
0280 606.17 125.000 M | 37.85000 4731.25| 32.11000 4013.75|
GUARDRAIL TYPE 3B - SINGLE RAIL | | |
0290 606.178 39.000 M | 22.15000 863.85| 21.25000 828.75|
GUARDRAIL BEAM | | |
0300 606.21 53.620 M | 41.55000 2227.91| 36.00000 1930.32|
GUARDRAIL TYPE 3B - 4.5 M RADIUS OR LES | | |
0310 606.265 7.000 EA | 45.00000 315.00| 35.00000 245.00|
TERMINAL END - SINGLE RAIL - GALVANIZED | | |
STEEL | | |
LETTING DATE : 03/20/02 MAINE DEPARTMENT OF TRANSPORTATION DATE : 12/10/02
PAGE : 3
LOCATION : TABULATION OF BIDS
CONTRACT ID : 010599.00
=========
====================================================================================================================================
|( 1 ) 000529 |( 2 ) 000022 |( )
|BARRETT PAVING MATERIALS, I |THE LANE CONSTRUCTION CORP. |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0320 606.35 36.000 EA | 28.15000 1013.40| 30.00000 1080.00|
GUARDRAIL DELINEATOR POST | | |
0330 606.47 60.000 EA | 39.40000 2364.00| 35.00000 2100.00|
SINGLE WOOD POST | | |
0340 606.48 10.000 EA | 45.00000 450.00| 35.00000 350.00|
SINGLE GALVANIZED STEEL POST | | |
0350 606.752 17.000 EA | 870.70000 14801.90| 1000.00000 17000.00|
WIDEN SHOULDER FOR MODIFIED ECCENTRIC | | |
LOADER TERMINAL | | |
0360 606.76 17.000 EA | 1575.00000 26775.00| 1100.00000 18700.00|
MODIFIED ECCENTRIC LOADER TERMINAL | | |
0370 609.31 1000.000 M | 15.70000 15700.00| 18.00000 18000.00|
CURB TYPE 3 | | |
0380 609.443 346.000 M | 112.00000 38752.00| 5.00000 1730.00|
REMOVE, CUT AND INSTALL EXISTING CURB | | |
0390 610.08 80.000 M3 | 101.80000 8144.00| 65.00000 5200.00|
PLAIN RIPRAP | | |
0400 613.319 20012.000 M2 | 0.90000 18010.80| 1.75000 35021.00|
EROSION CONTROL BLANKET | | |
0410 618.1301 27.000 UN | 36.00000 972.00| 15.00000 405.00|
SEEDING METHOD NUMBER 1 - PLAN QUANTITY | | |
0420 618.1401 688.000 UN | 18.20000 12521.60| 13.25000 9116.00|
SEEDING METHOD NUMBER 2 - PLAN QUANTITY | | |
0430 619.1201 715.000 UN | 8.05000 5755.75| 6.00000 4290.00|
MULCH - PLAN QUANTITY | | |
0440 620.58 60.000 M2 | 4.40000 264.00| 4.00000 240.00|
EROSION CONTROL GEOTEXTILE | | |
0450 627.75 60.000 M2 | 36.35000 2181.00| 32.28000 1936.80|
WHITE OR YELLOW PAVEMENT AND CURB | | |
MARKING | | |
0460 627.76 LUMP| 4444.00000 4444.00| 4500.00000 4500.00|
TEMPORARY PAVEMENT MARKING LINE, WHITE | | |
OR YELLOW | | |
0470 629.05 45.000 MH | 37.45000 1685.25| 20.00000 900.00|
HAND LABOR, STRAIGHT TIME | | |
0480 631.10 15.000 HR | 37.00000 555.00| 45.00000 675.00|
AIR COMPRESSOR (INCLUDING OPERATOR) | | |
0490 631.11 15.000 HR | 22.00000 330.00| 15.00000 225.00|
AIR TOOL (INCLUDING OPERATOR) | | |
0500 631.111 10.000 HR | 225.00000 2250.00| 180.00000 1800.00|
TRACTOR MOUNTED HYDRAULIC HAMMER | | |
LETTING DATE : 03/20/02 MAINE DEPARTMENT OF TRANSPORTATION DATE : 12/10/02
PAGE : 4
LOCATION : TABULATION OF BIDS
CONTRACT ID : 010599.00
=========
====================================================================================================================================
|( 1 ) 000529 |( 2 ) 000022 |( )
|BARRETT PAVING MATERIALS, I |THE LANE CONSTRUCTION CORP. |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0510 631.12 90.000 HR | 96.10000 8649.00| 87.00000 7830.00|
ALL PURPOSE EXCAVATOR (INCLUDING | | |
OPERATOR) | | |
0520 631.172 80.000 HR | 45.00000 3600.00| 45.00000 3600.00|
TRUCK - LARGE (INCLUDING OPERATOR) | | |
0530 631.18 10.000 HR | 112.50000 1125.00| 25.00000 250.00|
CHAIN SAW RENTAL (INCLUDING OPERATOR) | | |
0540 631.20 4.000 HR | 84.40000 337.60| 150.00000 600.00|
STUMP CHIPPER (INCLUDING OPERATOR) | | |
0550 631.29 20.000 HR | 66.25000 1325.00| 35.00000 700.00|
ROTOTILLER (INCLUDING OPERATOR) | | |
0560 631.32 46.000 HR | 224.00000 10304.00| 110.00000 5060.00|
CULVERT CLEANER (INCLUDING OPERATOR) | | |
0570 639.18 1.000 EA | 9393.75000 9393.75| 4500.00000 4500.00|
FIELD OFFICE TYPE A | | |
0580 652.33 55.000 EA | 56.25000 3093.75| 50.00000 2750.00|
DRUM | | |
0590 652.34 190.000 EA | 16.90000 3211.00| 20.00000 3800.00|
CONE | | |
0600 652.35 251.000 M2 | 75.35000 18912.85| 95.00000 23845.00|
CONSTRUCTION SIGNS | | |
0610 652.38 3176.000 MH | 17.80000 56532.80| 14.00000 44464.00|
FLAGGER | | |
0620 656.75 LUMP| 29132.50000 29132.50| 30000.00000 30000.00|
TEMPORARY SOIL EROSION AND WATER | | |
POLLUTION CONTROL | | |
0630 659.10 LUMP| 112700.00000 112700.00| 150000.00000 150000.00|
MOBILIZATION | | |
SECTION TOTALS | $ 1,664,055.61| $ 1,745,976.67| $ 0.00
------------------------------------------+----------------------------+----------------------------+-------------------------------
CONTRACT TOTALS | $ 1,664,055.61| $ 1,745,976.67| $
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