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LETTING DATE : 02/26/03 MAINE DEPARTMENT OF TRANSPORTATION DATE : 02/26/03
PAGE : 1
COUNTIE(S): ANDROSCOGGIN TABULATION OF BIDS
CONTRACT ID : 010254.00 COMPLETION DATE : 07/26/03
=========
PROJECT(S): NH-1025(400)E LOCATION(S): Lisbon MAINE STATE DEPARTMENT OF TRANSPORTATION
NH-1025(500)E Lisbon
STP-1070(700)X Lisbon A TRUE COPY : __________________________
OTHERS OTHERS
TITLE : __________________________
ATTEST : ____________________________ CONTRACT DESCRIPTION : LEVEL 2 NOTARY PUBLIC
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TOTAL % OVER
RANK VENDOR NO./NAME BID LOW BID
--------------------------------------------------------------------------------------------------------------------------
1 000059 PIKE INDUSTRIES, INC. $ 613,796.20 100.0000%
2 000403 PRATT & SONS INC. $ 659,601.76 107.4627%
3 000272 A & V CONSTRUCTION, CORP. $ 725,326.00 118.1705%
4 000094 HARRY C CROOKER & SONS, INC. $ 773,112.96 125.9560%
====================================================================================================================================
|( 1 ) 000059 |( 2 ) 000403 |( 3 ) 000272
|PIKE INDUSTRIES, INC. |PRATT & SONS INC. |A & V CONSTRUCTION, CORP.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0001 CATEGORY NUMBER 0001
| | |
0010 202.203 2570.000 M2 | 15.00000 38550.00| 16.50000 42405.00| 20.00000 51400.00
PAVEMENT BUTT JOINTS | | |
0020 204.41 3170.000 M2 | 5.50000 17435.00| 7.75000 24567.50| 7.00000 22190.00
REHABILITATION OF EXISTING SHOULDERS, | | |
PLAN QUANTITY | | |
0030 211.20 250.000 M | 12.00000 3000.00| 6.00000 1500.00| 8.00000 2000.00
INSLOPE EXCAVATION | | |
0040 403.209 286.000 MG | 85.00000 24310.00| 93.50000 26741.00| 105.00000 30030.00
HOT MIX ASPHALT 9.5 MM(SIDEWALKS,DRIVES | | |
INCIDENTAL ) | | |
0050 403.210 2855.000 MG | 42.00000 119910.00| 46.20000 131901.00| 47.00000 134185.00
HOT MIX ASPHALT 9.5 MM NOMINAL MAX SIZE | | |
0060 403.211 2190.000 MG | 42.00000 91980.00| 46.20000 101178.00| 47.00000 102930.00
HOT MIX ASPHALT (SHIM) | | |
0070 409.15 5995.000 L | 1.50000 8992.50| 1.65000 9891.75| 1.50000 8992.50
BITUMINOUS TACK COAT APPLIED | | |
0080 411.10 20.000 M3 | 60.00000 1200.00| 55.00000 1100.00| 72.00000 1440.00
UNTREATED AGGREGATE SURFACE COURSE | | |
(TRUCK MEASURE) | | |
0090 604.161 17.000 EA | 550.00000 9350.00| 750.00000 12750.00| 670.00000 11390.00
ALTERING CATCH BASIN | | |
0100 604.18 5.000 EA | 350.00000 1750.00| 485.00000 2425.00| 450.00000 2250.00
ADJUSTING MANHOLE OR CATCH BASIN TO | | |
GRADE | | |
LETTING DATE : 02/26/03 MAINE DEPARTMENT OF TRANSPORTATION DATE : 02/26/03
PAGE : 2
COUNTIE(S): ANDROSCOGGIN TABULATION OF BIDS
CONTRACT ID : 010254.00
=========
====================================================================================================================================
|( 1 ) 000059 |( 2 ) 000403 |( 3 ) 000272
|PIKE INDUSTRIES, INC. |PRATT & SONS INC. |A & V CONSTRUCTION, CORP.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0110 605.09 330.000 M | 70.00000 23100.00| 79.00000 26070.00| 140.00000 46200.00
150 MM UNDERDRAIN TYPE B | | |
0120 605.10 6.000 M | 70.00000 420.00| 63.00000 378.00| 110.00000 660.00
150 MM UNDERDRAIN OUTLET | | |
0130 606.17 165.000 M | 31.75000 5238.75| 34.65000 5717.25| 33.00000 5445.00
GUARDRAIL TYPE 3B - SINGLE RAIL | | |
0140 606.363 62.000 M | 6.75000 418.50| 7.22000 447.64| 8.00000 496.00
GUARDRAIL REMOVE AND DISPOSE | | |
0150 606.47 5.000 EA | 37.50000 187.50| 38.50000 192.50| 35.00000 175.00
SINGLE WOOD POST | | |
0160 606.752 4.000 EA | 900.00000 3600.00| 750.00000 3000.00| 1200.00000 4800.00
WIDEN SHOULDER FOR MODIFIED ECCENTRIC | | |
LOADER TERMINAL | | |
0170 606.76 4.000 EA | 1450.00000 5800.00| 1540.00000 6160.00| 1400.00000 5600.00
MODIFIED ECCENTRIC LOADER TERMINAL | | |
0180 608.45 600.000 M2 | 25.00000 15000.00| 25.00000 15000.00| 39.00000 23400.00
CONSTRUCTING SIDEWALK | | |
0190 609.11 310.000 M | 85.00000 26350.00| 73.00000 22630.00| 110.00000 34100.00
VERTICAL CURB TYPE 1 | | |
0200 609.234 16.000 EA | 150.00000 2400.00| 180.00000 2880.00| 200.00000 3200.00
TERMINAL CURB TYPE 1 - 1.2 METER | | |
0210 609.237 7.000 EA | 200.00000 1400.00| 250.00000 1750.00| 300.00000 2100.00
TERMINAL CURB TYPE 1 - 2.1 METER | | |
0220 609.31 860.000 M | 15.00000 12900.00| 20.63000 17741.80| 23.00000 19780.00
CURB TYPE 3 | | |
0230 609.38 45.000 M | 75.00000 3375.00| 44.00000 1980.00| 79.00000 3555.00
RESET CURB TYPE 1 | | |
0240 610.08 50.000 M3 | 125.00000 6250.00| 100.00000 5000.00| 120.00000 6000.00
PLAIN RIPRAP | | |
0250 613.319 400.000 M2 | 1.50000 600.00| 2.00000 800.00| 2.00000 800.00
EROSION CONTROL BLANKET | | |
0260 615.07 120.000 M3 | 65.00000 7800.00| 48.00000 5760.00| 46.00000 5520.00
LOAM | | |
0270 618.1401 52.000 UN | 16.00000 832.00| 17.60000 915.20| 21.00000 1092.00
SEEDING METHOD NUMBER 2 - PLAN QUANTITY | | |
0280 619.1201 52.000 UN | 8.00000 416.00| 8.20000 426.40| 11.00000 572.00
MULCH - PLAN QUANTITY | | |
0290 620.58 130.000 M2 | 2.50000 325.00| 2.00000 260.00| 2.00000 260.00
EROSION CONTROL GEOTEXTILE | | |
0300 627.4071 498.000 M | 10.00000 4980.00| 10.83000 5393.34| 10.00000 4980.00
REFLECTORIZING PLASTIC, WHITE OR YELLOW | | |
PAVE MARKING | | |
LETTING DATE : 02/26/03 MAINE DEPARTMENT OF TRANSPORTATION DATE : 02/26/03
PAGE : 3
COUNTIE(S): ANDROSCOGGIN TABULATION OF BIDS
CONTRACT ID : 010254.00
=========
====================================================================================================================================
|( 1 ) 000059 |( 2 ) 000403 |( 3 ) 000272
|PIKE INDUSTRIES, INC. |PRATT & SONS INC. |A & V CONSTRUCTION, CORP.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0310 627.711 7217.000 M | 0.35000 2525.95| 0.37000 2670.29| 0.50000 3608.50
WHITE OR YELLOW PAINTED PAVEMENT | | |
MARKING LINE (PLAN QUANTITY ) | | |
0320 627.75 420.000 M2 | 8.50000 3570.00| 8.88000 3729.60| 10.00000 4200.00
WHITE OR YELLOW PAVEMENT AND CURB | | |
MARKING | | |
0330 627.76 LUMP| 3500.00000 3500.00| 4400.00000 4400.00| 3600.00000 3600.00
TEMPORARY PAVEMENT MARKING LINE, WHITE | | |
OR YELLOW | | |
0340 629.05 50.000 HR | 35.00000 1750.00| 37.00000 1850.00| 35.00000 1750.00
HAND LABOR, STRAIGHT TIME | | |
0350 631.10 15.000 HR | 60.00000 900.00| 39.00000 585.00| 45.00000 675.00
AIR COMPRESSOR (INCLUDING OPERATOR) | | |
0360 631.11 15.000 HR | 60.00000 900.00| 39.00000 585.00| 45.00000 675.00
AIR TOOL (INCLUDING OPERATOR) | | |
0370 631.12 50.000 HR | 135.00000 6750.00| 100.00000 5000.00| 100.00000 5000.00
ALL PURPOSE EXCAVATOR (INCLUDING | | |
OPERATOR) | | |
0380 631.172 90.000 HR | 65.00000 5850.00| 44.00000 3960.00| 45.00000 4050.00
TRUCK - LARGE (INCLUDING OPERATOR) | | |
0390 631.18 5.000 HR | 75.00000 375.00| 44.00000 220.00| 45.00000 225.00
CHAIN SAW RENTAL (INCLUDING OPERATOR) | | |
0400 639.19 1.000 EA | 5000.00000 5000.00| 3800.00000 3800.00| 3000.00000 3000.00
FIELD OFFICE TYPE B | | |
0410 652.33 50.000 EA | 35.00000 1750.00| 75.00000 3750.00| 45.00000 2250.00
DRUM | | |
0420 652.34 225.000 EA | 15.00000 3375.00| 15.00000 3375.00| 14.00000 3150.00
CONE | | |
0430 652.35 308.000 M2 | 60.00000 18480.00| 110.00000 33880.00| 100.00000 30800.00
CONSTRUCTION SIGNS | | |
0440 652.36 104.000 CD | 150.00000 15600.00| 100.00000 10400.00| 100.00000 10400.00
MAINTENANCE OF TRAFFIC CONTROL DEVICES | | |
0450 652.38 2655.000 HR | 15.00000 39825.00| 15.50000 41152.50| 16.00000 42480.00
FLAGGER | | |
0460 656.75 LUMP| 7500.00000 7500.00| 9000.00000 9000.00| 7500.00000 7500.00
TEMPORARY SOIL EROSION AND WATER | | |
POLLUTION CONTROL | | |
0470 658.20 30.000 M2 | 17.50000 525.00| 19.25000 577.50| 14.00000 420.00
ACRYLIC LATEX COLOR FINISH, GREEN | | |
0480 659.10 LUMP| 56750.00000 56750.00| 52705.49000 52705.49| 65000.00000 65000.00
MOBILIZATION | | |
LETTING DATE : 02/26/03 MAINE DEPARTMENT OF TRANSPORTATION DATE : 02/26/03
PAGE : 4
COUNTIE(S): ANDROSCOGGIN TABULATION OF BIDS
CONTRACT ID : 010254.00
=========
====================================================================================================================================
|( 1 ) 000059 |( 2 ) 000403 |( 3 ) 000272
|PIKE INDUSTRIES, INC. |PRATT & SONS INC. |A & V CONSTRUCTION, CORP.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0490 660.21 1000.000 HR | 1.00000 1000.00| 1.00000 1000.00| 1.00000 1000.00
ON-THE-JOB TRAINING (BID) | | |
SECTION TOTALS | $ 613,796.20| $ 659,601.76| $ 725,326.00
------------------------------------------+----------------------------+----------------------------+-------------------------------
CONTRACT TOTALS | $ 613,796.20| $ 659,601.76| $ 725,326.00
====================================================================================================================================
LETTING DATE : 02/26/03 MAINE DEPARTMENT OF TRANSPORTATION DATE : 02/26/03
PAGE : 5
COUNTIE(S): ANDROSCOGGIN TABULATION OF BIDS
CONTRACT ID : 010254.00
=========
====================================================================================================================================
|( 4 ) 000094 |( ) |( )
|HARRY C CROOKER & SONS, INC | |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0001 CATEGORY NUMBER 0001
| | |
0010 202.203 2570.000 M2 | 15.60000 40092.00| |
PAVEMENT BUTT JOINTS | | |
0020 204.41 3170.000 M2 | 7.38000 23394.60| |
REHABILITATION OF EXISTING SHOULDERS, | | |
PLAN QUANTITY | | |
0030 211.20 250.000 M | 13.74000 3435.00| |
INSLOPE EXCAVATION | | |
0040 403.209 286.000 MG | 95.27000 27247.22| |
HOT MIX ASPHALT 9.5 MM(SIDEWALKS,DRIVES | | |
INCIDENTAL ) | | |
0050 403.210 2855.000 MG | 58.46000 166903.30| |
HOT MIX ASPHALT 9.5 MM NOMINAL MAX SIZE | | |
0060 403.211 2190.000 MG | 47.98000 105076.20| |
HOT MIX ASPHALT (SHIM) | | |
0070 409.15 5995.000 L | 2.23000 13368.85| |
BITUMINOUS TACK COAT APPLIED | | |
0080 411.10 20.000 M3 | 100.10000 2002.00| |
UNTREATED AGGREGATE SURFACE COURSE | | |
(TRUCK MEASURE) | | |
0090 604.161 17.000 EA | 570.00000 9690.00| |
ALTERING CATCH BASIN | | |
0100 604.18 5.000 EA | 315.00000 1575.00| |
ADJUSTING MANHOLE OR CATCH BASIN TO | | |
GRADE | | |
0110 605.09 330.000 M | 98.36000 32458.80| |
150 MM UNDERDRAIN TYPE B | | |
0120 605.10 6.000 M | 100.00000 600.00| |
150 MM UNDERDRAIN OUTLET | | |
0130 606.17 165.000 M | 41.48000 6844.20| |
GUARDRAIL TYPE 3B - SINGLE RAIL | | |
0140 606.363 62.000 M | 11.46000 710.52| |
GUARDRAIL REMOVE AND DISPOSE | | |
0150 606.47 5.000 EA | 70.00000 350.00| |
SINGLE WOOD POST | | |
0160 606.752 4.000 EA | 950.00000 3800.00| |
WIDEN SHOULDER FOR MODIFIED ECCENTRIC | | |
LOADER TERMINAL | | |
0170 606.76 4.000 EA | 1450.00000 5800.00| |
MODIFIED ECCENTRIC LOADER TERMINAL | | |
LETTING DATE : 02/26/03 MAINE DEPARTMENT OF TRANSPORTATION DATE : 02/26/03
PAGE : 6
COUNTIE(S): ANDROSCOGGIN TABULATION OF BIDS
CONTRACT ID : 010254.00
=========
====================================================================================================================================
|( 4 ) 000094 |( ) |( )
|HARRY C CROOKER & SONS, INC | |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0180 608.45 600.000 M2 | 30.00000 18000.00| |
CONSTRUCTING SIDEWALK | | |
0190 609.11 310.000 M | 90.00000 27900.00| |
VERTICAL CURB TYPE 1 | | |
0200 609.234 16.000 EA | 160.00000 2560.00| |
TERMINAL CURB TYPE 1 - 1.2 METER | | |
0210 609.237 7.000 EA | 260.00000 1820.00| |
TERMINAL CURB TYPE 1 - 2.1 METER | | |
0220 609.31 860.000 M | 18.50000 15910.00| |
CURB TYPE 3 | | |
0230 609.38 45.000 M | 41.00000 1845.00| |
RESET CURB TYPE 1 | | |
0240 610.08 50.000 M3 | 84.50000 4225.00| |
PLAIN RIPRAP | | |
0250 613.319 400.000 M2 | 2.64000 1056.00| |
EROSION CONTROL BLANKET | | |
0260 615.07 120.000 M3 | 55.00000 6600.00| |
LOAM | | |
0270 618.1401 52.000 UN | 16.00000 832.00| |
SEEDING METHOD NUMBER 2 - PLAN QUANTITY | | |
0280 619.1201 52.000 UN | 7.45000 387.40| |
MULCH - PLAN QUANTITY | | |
0290 620.58 130.000 M2 | 2.52000 327.60| |
EROSION CONTROL GEOTEXTILE | | |
0300 627.4071 498.000 M | 11.15000 5552.70| |
REFLECTORIZING PLASTIC, WHITE OR YELLOW | | |
PAVE MARKING | | |
0310 627.711 7217.000 M | 0.39000 2814.63| |
WHITE OR YELLOW PAINTED PAVEMENT | | |
MARKING LINE (PLAN QUANTITY ) | | |
0320 627.75 420.000 M2 | 9.05000 3801.00| |
WHITE OR YELLOW PAVEMENT AND CURB | | |
MARKING | | |
0330 627.76 LUMP| 4000.00000 4000.00| |
TEMPORARY PAVEMENT MARKING LINE, WHITE | | |
OR YELLOW | | |
0340 629.05 50.000 HR | 25.00000 1250.00| |
HAND LABOR, STRAIGHT TIME | | |
0350 631.10 15.000 HR | 65.00000 975.00| |
AIR COMPRESSOR (INCLUDING OPERATOR) | | |
0360 631.11 15.000 HR | 45.00000 675.00| |
AIR TOOL (INCLUDING OPERATOR) | | |
LETTING DATE : 02/26/03 MAINE DEPARTMENT OF TRANSPORTATION DATE : 02/26/03
PAGE : 7
COUNTIE(S): ANDROSCOGGIN TABULATION OF BIDS
CONTRACT ID : 010254.00
=========
====================================================================================================================================
|( 4 ) 000094 |( ) |( )
|HARRY C CROOKER & SONS, INC | |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0370 631.12 50.000 HR | 125.00000 6250.00| |
ALL PURPOSE EXCAVATOR (INCLUDING | | |
OPERATOR) | | |
0380 631.172 90.000 HR | 50.00000 4500.00| |
TRUCK - LARGE (INCLUDING OPERATOR) | | |
0390 631.18 5.000 HR | 45.00000 225.00| |
CHAIN SAW RENTAL (INCLUDING OPERATOR) | | |
0400 639.19 1.000 EA | 7000.00000 7000.00| |
FIELD OFFICE TYPE B | | |
0410 652.33 50.000 EA | 50.00000 2500.00| |
DRUM | | |
0420 652.34 225.000 EA | 20.00000 4500.00| |
CONE | | |
0430 652.35 308.000 M2 | 59.18000 18227.44| |
CONSTRUCTION SIGNS | | |
0440 652.36 104.000 CD | 275.00000 28600.00| |
MAINTENANCE OF TRAFFIC CONTROL DEVICES | | |
0450 652.38 2655.000 HR | 18.50000 49117.50| |
FLAGGER | | |
0460 656.75 LUMP| 7500.00000 7500.00| |
TEMPORARY SOIL EROSION AND WATER | | |
POLLUTION CONTROL | | |
0470 658.20 30.000 M2 | 18.00000 540.00| |
ACRYLIC LATEX COLOR FINISH, GREEN | | |
0480 659.10 LUMP| 99274.00000 99274.00| |
MOBILIZATION | | |
0490 660.21 1000.000 HR | 1.00000 1000.00| |
ON-THE-JOB TRAINING (BID) | | |
SECTION TOTALS | $ 773,112.96| $ 0.00| $ 0.00
------------------------------------------+----------------------------+----------------------------+-------------------------------
CONTRACT TOTALS | $ 773,112.96| $ 0.00| $
====================================================================================================================================