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LETTING DATE : 08/02/00 MAINE DEPARTMENT OF TRANSPORTATION DATE : 12/05/01
PAGE : 1
LOCATION : DIXMONT TABULATION OF BIDS
PLYMOUTH
CONTRACT ID : 009202.00
=========
COMPLETION DATE : 11/15/00
PROJECT(S): 009202.00 COUNTIE(S) : PENOBSCOT MAINE STATE DEPTARTMENT OF TRANSPORTATION
A TRUE COPY : __________________________
TITLE : __________________________
CONTRACT DESCRIPTION : CHIP ATTEST : _______________________________
NOTARY PUBLIC
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TOTAL % OVER
RANK VENDOR NO./NAME BID LOW BID
--------------------------------------------------------------------------------------------------------------------------
1 000022 THE LANE CONSTRUCTION CORP. $ 1,773,807.30 100.0000%
2 000059 PIKE INDUSTRIES, INC. $ 2,199,464.15 123.9968%
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|( 1 ) 000022 |( 2 ) 000059 |( )
|THE LANE CONSTRUCTION CORP. |PIKE INDUSTRIES, INC. |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0001 HIGHWAY ITEMS
| | |
0010 107.30 LUMP| 25000.00000 25000.00| 57000.00000 57000.00|
SOIL EROSION AND WATER POLLUTION | | |
CONTROL PLAN | | |
0020 201.24 1.000 EA | 500.00000 500.00| 500.00000 500.00|
REMOVING STUMP | | |
0030 202.203 325.000 M2 | 8.50000 2762.50| 25.00000 8125.00|
PAVEMENT BUTT JOINTS | | |
0040 203.202 12740.000 M | 7.00000 89180.00| 8.00000 101920.00|
INSLOPE EXCAVATION | | |
0050 203.203 6882.000 M | 9.50000 65379.00| 10.00000 68820.00|
DITCH EXCAVATION | | |
0060 203.221 540.000 M3 | 10.00000 5400.00| 45.00000 24300.00|
UNCLASSIFIED EXCAVATION - PLAN QUANTITY | | |
0080 203.25 135.000 M3 | 35.00000 4725.00| 45.00000 6075.00|
GRANULAR BORROW | | |
0090 205.51 195.000 M2 | 21.00000 4095.00| 15.00000 2925.00|
WIDENING OF EXISTING SHOULDER | | |
0100 206.061 30.000 M3 | 50.00000 1500.00| 190.00000 5700.00|
STRUCTURAL EARTH EXCAVATION - DRAINAGE | | |
AND MINOR STRUCTURES, BELOW GRADE | | |
0110 304.103 2100.000 M3 | 18.00000 37800.00| 15.00000 31500.00|
AGGREGATE SUBBASE - GRAVEL (TRUCK | | |
MEASURE) | | |
LETTING DATE : 08/02/00 MAINE DEPARTMENT OF TRANSPORTATION DATE : 12/05/01
PAGE : 2
LOCATION : DIXMONT TABULATION OF BIDS
PLYMOUTH
CONTRACT ID : 009202.00
=========
====================================================================================================================================
|( 1 ) 000022 |( 2 ) 000059 |( )
|THE LANE CONSTRUCTION CORP. |PIKE INDUSTRIES, INC. |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0120 304.104 21893.000 M3 | 11.60000 253958.80| 11.75000 257242.75|
AGGREGATE SUBBASE COURSE - GRAVEL (PLAN | | |
QUANTITY) | | |
0130 307.331 57640.000 M2 | 1.37000 78966.80| 1.95000 112398.00|
COLD IN-PLACE RECYCLED PAVEMENT | | |
(UNTREATED) | | |
0140 307.50 78100.000 M2 | 3.40000 265540.00| 3.50000 273350.00|
PLANT MIX RECYCLED ASPHALT PAVEMENT | | |
0150 403.207 9630.000 MG | 34.80000 335124.00| 41.50000 399645.00|
HOT MIX ASPHALT 19.0 MM NOMINAL MAX SIZ | | |
0160 403.209 190.000 MG | 85.00000 16150.00| 90.00000 17100.00|
HOT MIX ASPHALT 9.5 MM(SIDEWALKS,DRIVES | | |
INCIDENTAL ) | | |
0170 403.210 6270.000 MG | 36.40000 228228.00| 41.50000 260205.00|
HOT MIX ASPHALT 9.5 MM NOMINAL MAX SIZE | | |
0180 403.211 250.000 MG | 40.00000 10000.00| 47.50000 11875.00|
HOT MIX ASPHALT (SHIM) | | |
0190 409.15 7000.000 L | 1.00000 7000.00| 0.80000 5600.00|
BITUMINOUS TACK COAT APPLIED | | |
0200 411.10 80.000 M3 | 40.00000 3200.00| 55.00000 4400.00|
UNTREATED AGGREGATE SURFACE COURSE | | |
(TRUCK MEASURE) | | |
0210 603.16 210.000 M | 99.00000 20790.00| 90.00000 18900.00|
375 MM CULVERT PIPE OPTION I | | |
0220 603.161 5.000 M | 171.00000 855.00| 455.00000 2275.00|
375 MM CORRUGATED METAL PIPE | | |
0230 603.17 70.000 M | 117.00000 8190.00| 100.00000 7000.00|
450 MM CULVERT PIPE OPTION I | | |
0240 603.171 20.000 M | 187.00000 3740.00| 475.00000 9500.00|
450 MM CORRUGATED METAL PIPE | | |
0250 603.179 15.000 M | 175.00000 2625.00| 250.00000 3750.00|
450 MM CULVERT PIPE OPTION III | | |
0260 603.191 4.000 M | 200.00000 800.00| 500.00000 2000.00|
600 MM CORRUGATED METAL PIPE | | |
0270 603.199 13.000 M | 235.00000 3055.00| 300.00000 3900.00|
600 MM CULVERT PIPE OPTION III | | |
0280 603.211 2.000 M | 270.00000 540.00| 550.00000 1100.00|
900 MM CORRUGATED METAL PIPE | | |
0290 603.73 50.000 M | 175.00000 8750.00| 75.00000 3750.00|
REMOVE AND RELAY METAL PIPE | | |
0300 606.17 80.000 M | 33.00000 2640.00| 33.00000 2640.00|
GUARDRAIL TYPE 3B - SINGLE RAIL | | |
LETTING DATE : 08/02/00 MAINE DEPARTMENT OF TRANSPORTATION DATE : 12/05/01
PAGE : 3
LOCATION : DIXMONT TABULATION OF BIDS
PLYMOUTH
CONTRACT ID : 009202.00
=========
====================================================================================================================================
|( 1 ) 000022 |( 2 ) 000059 |( )
|THE LANE CONSTRUCTION CORP. |PIKE INDUSTRIES, INC. |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0310 606.1722 4.000 EA | 475.00000 1900.00| 475.00000 1900.00|
BRIDGE TRANSITION - TYPE 2 | | |
0320 606.178 15.000 M | 17.00000 255.00| 17.00000 255.00|
GUARDRAIL BEAM | | |
0330 606.21 11.400 M | 35.00000 399.00| 35.00000 399.00|
GUARDRAIL TYPE 3B - 4.5 M RADIUS OR LES | | |
0340 606.22 11.400 M | 36.00000 410.40| 36.00000 410.40|
GUARDRAIL TYPE 3B - OVER 4.5 M RADIUS | | |
0350 606.35 6.000 EA | 21.00000 126.00| 21.00000 126.00|
GUARDRAIL DELINEATOR POST | | |
0360 606.351 15.000 EA | 10.00000 150.00| 10.00000 150.00|
REMOVE AND RESET GUARDRAIL DELINEATOR | | |
POSTS | | |
0370 606.361 110.500 M | 13.00000 1436.50| 13.00000 1436.50|
GUARDRAIL REMOVE AND RESET TYPE 3B | | |
0380 606.367 10.000 EA | 30.00000 300.00| 30.00000 300.00|
REPLACE UNUSABLE EXISTING GUARDRAIL | | |
POSTS | | |
0390 606.47 20.000 EA | 25.00000 500.00| 25.00000 500.00|
SINGLE WOOD POST | | |
0400 606.752 5.000 EA | 900.00000 4500.00| 800.00000 4000.00|
WIDEN SHOULDER FOR MODIFIED ECCENTRIC | | |
LOADER TERMINAL | | |
0410 606.76 5.000 EA | 995.00000 4975.00| 995.00000 4975.00|
MODIFIED ECCENTRIC LOADER TERMINAL | | |
0420 609.31 216.000 M | 15.00000 3240.00| 15.00000 3240.00|
CURB TYPE 3 | | |
0430 610.08 35.000 M3 | 87.00000 3045.00| 65.00000 2275.00|
PLAIN RIPRAP | | |
0440 610.18 70.000 M3 | 67.00000 4690.00| 75.00000 5250.00|
STONE DITCH PROTECTION | | |
0450 613.319 16110.000 M2 | 1.70000 27387.00| 1.50000 24165.00|
TEMPORARY EROSION CONTROL BLANKET | | |
0460 615.07 280.000 M3 | 42.00000 11760.00| 50.00000 14000.00|
LOAM | | |
0470 618.1301 56.000 UN | 10.95000 613.20| 15.50000 868.00|
SEEDING METHOD NUMBER 1 - PLAN QUANTITY | | |
0480 618.1401 932.000 UN | 10.95000 10205.40| 15.50000 14446.00|
SEEDING METHOD NUMBER 2 - PLAN QUANTITY | | |
0490 619.1201 988.000 UN | 7.65000 7558.20| 20.00000 19760.00|
MULCH - PLAN QUANTITY | | |
LETTING DATE : 08/02/00 MAINE DEPARTMENT OF TRANSPORTATION DATE : 12/05/01
PAGE : 4
LOCATION : DIXMONT TABULATION OF BIDS
PLYMOUTH
CONTRACT ID : 009202.00
=========
====================================================================================================================================
|( 1 ) 000022 |( 2 ) 000059 |( )
|THE LANE CONSTRUCTION CORP. |PIKE INDUSTRIES, INC. |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0500 627.711 32375.000 M | 0.30000 9712.50| 0.30000 9712.50|
WHITE OR YELLOW PAINTED PAVEMENT | | |
MARKING LINE (PLAN QUANTITY ) | | |
0510 627.76 LUMP| 10000.00000 10000.00| 9500.00000 9500.00|
TEMPORARY PAVEMENT MARKING LINE, WHITE | | |
OR YELLOW | | |
0520 629.05 30.000 MH | 20.00000 600.00| 25.00000 750.00|
HAND LABOR, STRAIGHT TIME | | |
0530 631.111 85.000 HR | 120.00000 10200.00| 225.00000 19125.00|
TRACTOR MOUNTED HYDRAULIC HAMMER | | |
0540 631.12 40.000 HR | 87.00000 3480.00| 100.00000 4000.00|
ALL PURPOSE EXCAVATOR (INCLUDING | | |
OPERATOR) | | |
0550 631.14 15.000 HR | 70.00000 1050.00| 85.00000 1275.00|
GRADER (INCLUDING OPERATOR) | | |
0560 631.172 40.000 HR | 44.00000 1760.00| 45.00000 1800.00|
TRUCK - LARGE (INCLUDING OPERATOR) | | |
0570 631.18 50.000 HR | 30.00000 1500.00| 55.00000 2750.00|
CHAIN SAW RENTAL (INCLUDING OPERATOR) | | |
0580 631.28 50.000 HR | 60.00000 3000.00| 75.00000 3750.00|
BRUSH CHIPPER (INCLUDING OPERATOR) | | |
0590 631.32 80.000 HR | 110.00000 8800.00| 175.00000 14000.00|
CULVERT CLEANER (INCLUDING OPERATOR) | | |
0600 639.18 1.000 EA | 4000.00000 4000.00| 8500.00000 8500.00|
FIELD OFFICE TYPE A | | |
0610 652.311 20.000 EA | 35.00000 700.00| 65.00000 1300.00|
TYPE II BARRICADE | | |
0620 652.33 20.000 EA | 30.00000 600.00| 55.00000 1100.00|
DRUM | | |
0630 652.34 110.000 EA | 20.00000 2200.00| 15.00000 1650.00|
CONE | | |
0640 652.35 145.000 M2 | 88.00000 12760.00| 70.00000 10150.00|
CONSTRUCTION SIGNS | | |
0650 652.361 1.000 LS | 20000.00000 20000.00| 74500.00000 74500.00|
MAINTENANCE OF TRAFFIC CONTROL DEVICES | | |
0660 652.38 4500.000 MH | 13.00000 58500.00| 14.00000 63000.00|
FLAGGER | | |
0670 659.10 LUMP| 55000.00000 55000.00| 170650.00000 170650.00|
MOBILIZATION | | |
SECTION TOTALS | $ 1,773,807.30| $ 2,199,464.15| $ 0.00
------------------------------------------+----------------------------+----------------------------+-------------------------------
CONTRACT TOTALS | $ 1,773,807.30| $ 2,199,464.15| $
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