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LETTING DATE : 08/07/02 MAINE DEPARTMENT OF TRANSPORTATION DATE : 12/10/02
PAGE : 1
LOCATION : TABULATION OF BIDS
CONTRACT ID : 009112.00 COMPLETION DATE : 11/02/02
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PROJECT(S): STP-9112(00)X COUNTIE(S) : CUMBERLAND MAINE STATE DEPARTMENT OF TRANSPORTATION
NH-9168(00)E
STP-1074(102)X LINCOLN A TRUE COPY : __________________________
TITLE : __________________________
ATTEST : ____________________________ CONTRACT DESCRIPTION : LEVEL 2 RESURFACING NOTARY PUBLIC
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TOTAL % OVER
RANK VENDOR NO./NAME BID LOW BID
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1 000094 HARRY C CROOKER & SONS, INC. $ 1,176,960.00 100.0000%
2 000059 PIKE INDUSTRIES, INC. $ 1,187,233.15 100.8729%
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|( 1 ) 000094 |( 2 ) 000059 |( )
|HARRY C CROOKER & SONS, INC |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 202.11 875.000 M2 | 20.00000 17500.00| 20.00000 17500.00|
REMOVING PORTLAND CEMENT CONCRETE | | |
PAVEMENT | | |
0020 202.20 260.000 M2 | 10.00000 2600.00| 15.00000 3900.00|
REMOVING BITUMINOUS CONCRETE PAVEMENT | | |
0030 202.203 1978.000 M2 | 18.35000 36296.30| 20.00000 39560.00|
PAVEMENT BUTT JOINTS | | |
0040 203.202 2903.000 M | 10.00000 29030.00| 7.00000 20321.00|
INSLOPE EXCAVATION | | |
0050 203.2025 747.000 M | 15.00000 11205.00| 20.00000 14940.00|
INSLOPE EXCAVATION - GUARDRAIL | | |
0060 203.203 2057.000 M | 12.00000 24684.00| 12.00000 24684.00|
DITCH EXCAVATION | | |
0070 204.41 1500.000 M2 | 10.00000 15000.00| 12.00000 18000.00|
REHABILITATION OF EXISTING SHOULDERS, | | |
PLAN QUANTITY | | |
0080 403.209 135.000 MG | 125.00000 16875.00| 100.00000 13500.00|
HOT MIX ASPHALT 9.5 MM(SIDEWALKS,DRIVES | | |
INCIDENTAL ) | | |
0090 403.210 6182.000 MG | 46.34000 286473.88| 45.00000 278190.00|
HOT MIX ASPHALT 9.5 MM NOMINAL MAX SIZE | | |
0100 403.211 5345.000 MG | 42.57000 227536.65| 45.00000 240525.00|
HOT MIX ASPHALT (SHIM) | | |
0110 409.15 11896.000 L | 1.65000 19628.40| 1.20000 14275.20|
BITUMINOUS TACK COAT APPLIED | | |
LETTING DATE : 08/07/02 MAINE DEPARTMENT OF TRANSPORTATION DATE : 12/10/02
PAGE : 2
LOCATION : TABULATION OF BIDS
CONTRACT ID : 009112.00
=========
====================================================================================================================================
|( 1 ) 000094 |( 2 ) 000059 |( )
|HARRY C CROOKER & SONS, INC |PIKE INDUSTRIES, INC. |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0120 411.10 135.000 M3 | 80.00000 10800.00| 65.00000 8775.00|
UNTREATED AGGREGATE SURFACE COURSE | | |
(TRUCK MEASURE) | | |
0130 504.069 58.000 EA | 200.00000 11600.00| 150.00000 8700.00|
CONCRETE PIPE TIES | | |
0140 527.301 2.000 EA | 10000.00000 20000.00| 10000.00000 20000.00|
ENERGY ABSORBING SYSTEM (C-A-T) | | |
0150 603.16 130.500 M | 120.00000 15660.00| 90.00000 11745.00|
375 MM CULVERT PIPE OPTION I | | |
0160 603.175 9.800 M | 425.00000 4165.00| 350.00000 3430.00|
450 MM RCP CLASS III | | |
0170 603.195 29.900 M | 535.00000 15996.50| 450.00000 13455.00|
600 MM RCP CLASS III | | |
0180 603.205 18.300 M | 550.00000 10065.00| 550.00000 10065.00|
750 MM REINFORCED CONCRETE PIPE CLASS | | |
III | | |
0190 603.215 14.600 M | 600.00000 8760.00| 650.00000 9490.00|
900 MM REINFORCED CONCRETE PIPE CLASS | | |
III | | |
0200 604.161 2.000 EA | 800.00000 1600.00| 550.00000 1100.00|
ALTERING CATCH BASIN | | |
0210 604.182 3.000 EA | 300.00000 900.00| 300.00000 900.00|
CLEAN EXISTING CATCH BASIN AND MANHOLE | | |
0220 606.17 267.000 M | 40.00000 10680.00| 40.00000 10680.00|
GUARDRAIL TYPE 3B - SINGLE RAIL | | |
0230 606.1721 2.000 EA | 1100.00000 2200.00| 1250.00000 2500.00|
BRIDGE TRANSITION - TYPE 1 | | |
0240 606.178 31.400 M | 30.00000 942.00| 32.00000 1004.80|
GUARDRAIL BEAM | | |
0250 606.21 20.000 M | 50.00000 1000.00| 50.00000 1000.00|
GUARDRAIL TYPE 3B - 4.5 M RADIUS OR LES | | |
0260 606.22 20.000 M | 50.00000 1000.00| 50.00000 1000.00|
GUARDRAIL TYPE 3B - OVER 4.5 M RADIUS | | |
0270 606.23 688.500 M | 60.00000 41310.00| 47.50000 32703.75|
GUARDRAIL TYPE 3C - SINGLE RAIL | | |
0280 606.2301 385.000 M | 80.00000 30800.00| 75.00000 28875.00|
GUARDRAIL TYPE 3C - DOUBLE RAIL | | |
0290 606.231 7.620 M | 50.00000 381.00| 50.00000 381.00|
GUARDRAIL TYPE 3C - 4.5 M RADIUS AND | | |
LESS | | |
0300 606.232 7.620 M | 50.00000 381.00| 50.00000 381.00|
GUARDRAIL TYPE 3C - OVER 4.5 M RADIUS | | |
LETTING DATE : 08/07/02 MAINE DEPARTMENT OF TRANSPORTATION DATE : 12/10/02
PAGE : 3
LOCATION : TABULATION OF BIDS
CONTRACT ID : 009112.00
=========
====================================================================================================================================
|( 1 ) 000094 |( 2 ) 000059 |( )
|HARRY C CROOKER & SONS, INC |PIKE INDUSTRIES, INC. |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0310 606.265 7.000 EA | 25.00000 175.00| 27.00000 189.00|
TERMINAL END - SINGLE RAIL - GALVANIZED | | |
STEEL | | |
0320 606.35 30.000 EA | 25.00000 750.00| 27.00000 810.00|
GUARDRAIL DELINEATOR POST | | |
0330 606.357 256.000 M | 7.00000 1792.00| 7.50000 1920.00|
GUARDRAIL, MODIFY, TYPE 3B | | |
0340 606.363 1117.450 M | 6.50000 7263.43| 7.00000 7822.15|
GUARDRAIL REMOVE AND DISPOSE | | |
0350 606.367 5.000 EA | 50.00000 250.00| 50.00000 250.00|
REPLACE UNUSABLE EXISTING GUARDRAIL | | |
POSTS | | |
0360 606.752 7.000 EA | 800.00000 5600.00| 1200.00000 8400.00|
WIDEN SHOULDER FOR MODIFIED ECCENTRIC | | |
LOADER TERMINAL | | |
0370 606.754 1.000 EA | 1000.00000 1000.00| 1200.00000 1200.00|
WIDEN SHOULDER FOR 350 END TREATMENT | | |
0380 606.76 7.000 EA | 1400.00000 9800.00| 1500.00000 10500.00|
MODIFIED ECCENTRIC LOADER TERMINAL | | |
0390 606.79 5.000 EA | 1600.00000 8000.00| 1750.00000 8750.00|
GUARDRAIL 350 FLARED TERMINAL | | |
0400 609.31 10.000 M | 25.00000 250.00| 40.00000 400.00|
CURB TYPE 3 | | |
0410 610.08 40.000 M3 | 65.00000 2600.00| 55.00000 2200.00|
PLAIN RIPRAP | | |
0420 613.319 3320.000 M2 | 1.50000 4980.00| 2.00000 6640.00|
EROSION CONTROL BLANKET | | |
0430 618.1401 229.000 UN | 15.00000 3435.00| 14.00000 3206.00|
SEEDING METHOD NUMBER 2 - PLAN QUANTITY | | |
0440 619.1201 229.000 UN | 7.00000 1603.00| 7.25000 1660.25|
MULCH - PLAN QUANTITY | | |
0450 627.75 90.000 M2 | 20.00000 1800.00| 17.50000 1575.00|
WHITE OR YELLOW PAVEMENT AND CURB | | |
MARKING | | |
0460 627.76 LUMP| 6000.00000 6000.00| 5000.00000 5000.00|
TEMPORARY PAVEMENT MARKING LINE, WHITE | | |
OR YELLOW | | |
0470 629.05 30.000 MH | 30.00000 900.00| 35.00000 1050.00|
HAND LABOR, STRAIGHT TIME | | |
0480 631.12 20.000 HR | 100.00000 2000.00| 135.00000 2700.00|
ALL PURPOSE EXCAVATOR (INCLUDING | | |
OPERATOR) | | |
LETTING DATE : 08/07/02 MAINE DEPARTMENT OF TRANSPORTATION DATE : 12/10/02
PAGE : 4
LOCATION : TABULATION OF BIDS
CONTRACT ID : 009112.00
=========
====================================================================================================================================
|( 1 ) 000094 |( 2 ) 000059 |( )
|HARRY C CROOKER & SONS, INC |PIKE INDUSTRIES, INC. |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0490 631.14 50.000 HR | 125.00000 6250.00| 135.00000 6750.00|
GRADER (INCLUDING OPERATOR) | | |
0500 631.172 40.000 HR | 50.00000 2000.00| 65.00000 2600.00|
TRUCK - LARGE (INCLUDING OPERATOR) | | |
0510 631.32 30.000 HR | 100.00000 3000.00| 225.00000 6750.00|
CULVERT CLEANER (INCLUDING OPERATOR) | | |
0520 639.19 1.000 EA | 5000.00000 5000.00| 5500.00000 5500.00|
FIELD OFFICE TYPE B | | |
0530 652.30 4.000 EA | 2000.00000 8000.00| 825.00000 3300.00|
FLASHING ARROW BOARD | | |
0540 652.31 30.000 EA | 35.00000 1050.00| 65.00000 1950.00|
TYPE I BARRICADE | | |
0550 652.33 126.000 EA | 50.00000 6300.00| 65.00000 8190.00|
DRUM | | |
0560 652.34 250.000 EA | 20.00000 5000.00| 17.00000 4250.00|
CONE | | |
0570 652.35 227.000 M2 | 100.00000 22700.00| 80.00000 18160.00|
CONSTRUCTION SIGNS | | |
0580 652.36 115.000 CD | 250.00000 28750.00| 350.00000 40250.00|
MAINTENANCE OF TRAFFIC CONTROL DEVICES | | |
0590 652.38 1680.000 MH | 18.00000 30240.00| 16.00000 26880.00|
FLAGGER | | |
0600 652.41 4.000 EA | 5000.00000 20000.00| 4000.00000 16000.00|
PORTABLE - CHANGEABLE MESSAGE SIGN | | |
0610 656.75 LUMP| 7500.00000 7500.00| 10800.00000 10800.00|
TEMPORARY SOIL EROSION AND WATER | | |
POLLUTION CONTROL | | |
0620 659.10 LUMP| 97901.84000 97901.84| 120000.00000 120000.00|
MOBILIZATION | | |
SECTION TOTALS | $ 1,176,960.00| $ 1,187,233.15| $ 0.00
------------------------------------------+----------------------------+----------------------------+-------------------------------
CONTRACT TOTALS | $ 1,176,960.00| $ 1,187,233.15| $
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