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LETTING DATE : 06/26/02 MAINE DEPARTMENT OF TRANSPORTATION DATE : 12/10/02
PAGE : 1
LOCATION : TABULATION OF BIDS
CONTRACT ID : 009180.00 COMPLETION DATE : 05/23/03
=========
PROJECT(S): STP-9180(00)X COUNTIE(S) : FRANKLIN MAINE STATE DEPARTMENT OF TRANSPORTATION
NH-1072(000)E
A TRUE COPY : __________________________
TITLE : __________________________
ATTEST : ____________________________ CONTRACT DESCRIPTION : CHIP NOTARY PUBLIC
--------------------------------------------------------------------------------------------------------------------------
TOTAL % OVER
RANK VENDOR NO./NAME BID LOW BID
--------------------------------------------------------------------------------------------------------------------------
1 000403 PRATT & SONS INC. $ 1,919,025.45 100.0000%
2 000059 PIKE INDUSTRIES, INC. $ 1,935,793.25 100.8738%
3 000272 A & V CONSTRUCTION, CORP. $ 1,941,847.00 101.1892%
4 000014 FARRIN BROS. & SMITH, INC. $ 2,069,981.17 107.8663%
====================================================================================================================================
|( 1 ) 000403 |( 2 ) 000059 |( 3 ) 000272
|PRATT & SONS INC. |PIKE INDUSTRIES, INC. |A & V 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 5.000 EA | 540.00000 2700.00| 300.00000 1500.00| 800.00000 4000.00
REMOVING SINGLE TREE TOP ONLY | | |
0020 201.24 5.000 EA | 200.00000 1000.00| 400.00000 2000.00| 190.00000 950.00
REMOVING STUMP | | |
0030 202.203 434.000 M2 | 27.00000 11718.00| 25.00000 10850.00| 20.00000 8680.00
PAVEMENT BUTT JOINTS | | |
0040 203.2001 7727.000 M3 | 8.50000 65679.50| 10.00000 77270.00| 12.00000 92724.00
COMMON EXCAVATION - PLAN QUANTITY | | |
0050 203.202 3234.000 M | 4.85000 15684.90| 10.00000 32340.00| 7.00000 22638.00
INSLOPE EXCAVATION | | |
0060 203.2025 131.000 M | 14.00000 1834.00| 15.00000 1965.00| 10.00000 1310.00
INSLOPE EXCAVATION - GUARDRAIL | | |
0070 203.203 5865.000 M | 9.60000 56304.00| 10.00000 58650.00| 13.00000 76245.00
DITCH EXCAVATION | | |
0080 204.41 10650.000 M2 | 4.75000 50587.50| 3.65000 38872.50| 5.00000 53250.00
REHABILITATION OF EXISTING SHOULDERS, | | |
PLAN QUANTITY | | |
0090 304.103 400.000 M3 | 19.20000 7680.00| 20.00000 8000.00| 23.00000 9200.00
AGGREGATE SUBBASE - GRAVEL (TRUCK | | |
MEASURE) | | |
0100 304.104 13115.000 M3 | 20.35000 266890.25| 16.00000 209840.00| 13.00000 170495.00
AGGREGATE SUBBASE COURSE - GRAVEL (PLAN | | |
QUANTITY) | | |
LETTING DATE : 06/26/02 MAINE DEPARTMENT OF TRANSPORTATION DATE : 12/10/02
PAGE : 2
LOCATION : TABULATION OF BIDS
CONTRACT ID : 009180.00
=========
====================================================================================================================================
|( 1 ) 000403 |( 2 ) 000059 |( 3 ) 000272
|PRATT & SONS INC. |PIKE INDUSTRIES, INC. |A & V CONSTRUCTION, CORP.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0110 307.32 614.000 M2 | 4.90000 3008.60| 4.50000 2763.00| 7.00000 4298.00
COLD IN-PLACE RECYCLED MATERIAL | | |
(UNTREATED) TRAVELWAY | | |
0120 307.41 37422.000 M2 | 7.60000 284407.20| 7.00000 261954.00| 7.00000 261954.00
COLD IN-PLACE RECYCLED PAVEMENT (WITH | | |
FOAMED ASPHALT) | | |
0130 403.209 175.000 MG | 97.00000 16975.00| 90.00000 15750.00| 120.00000 21000.00
HOT MIX ASPHALT 9.5 MM(SIDEWALKS,DRIVES | | |
INCIDENTAL ) | | |
0140 403.210 4510.000 MG | 41.00000 184910.00| 38.00000 171380.00| 42.00000 189420.00
HOT MIX ASPHALT 9.5 MM NOMINAL MAX SIZE | | |
0150 403.211 910.000 MG | 41.00000 37310.00| 38.00000 34580.00| 43.00000 39130.00
HOT MIX ASPHALT (SHIM) | | |
0160 403.213 5000.000 MG | 41.00000 205000.00| 38.00000 190000.00| 41.00000 205000.00
HOT MIX ASPHALT 12.5 MM, BASE | | |
0170 409.15 6000.000 L | 1.00000 6000.00| 1.00000 6000.00| 0.30000 1800.00
BITUMINOUS TACK COAT APPLIED | | |
0180 411.08 610.000 M3 | 28.30000 17263.00| 35.00000 21350.00| 34.00000 20740.00
UNTREATED AGGREGATE SURFACE COURSE, | | |
PLAN QUANTITY | | |
0190 411.10 70.000 M3 | 53.30000 3731.00| 55.00000 3850.00| 40.00000 2800.00
UNTREATED AGGREGATE SURFACE COURSE | | |
(TRUCK MEASURE) | | |
0200 603.16 290.000 M | 61.00000 17690.00| 90.00000 26100.00| 63.00000 18270.00
375 MM CULVERT PIPE OPTION I | | |
0210 603.17 50.000 M | 68.00000 3400.00| 100.00000 5000.00| 71.00000 3550.00
450 MM CULVERT PIPE OPTION I | | |
0220 603.179 122.000 M | 179.00000 21838.00| 250.00000 30500.00| 190.00000 23180.00
450 MM CULVERT PIPE OPTION III | | |
0230 603.199 72.000 M | 218.00000 15696.00| 300.00000 21600.00| 220.00000 15840.00
600 MM CULVERT PIPE OPTION III | | |
0240 603.209 2.400 M | 865.00000 2076.00| 400.00000 960.00| 540.00000 1296.00
750 MM CULVERT PIPE OPTION III | | |
0250 603.219 16.000 M | 300.00000 4800.00| 450.00000 7200.00| 370.00000 5920.00
900 MM CULVERT PIPE OPTION III | | |
0260 603.279 3.600 M | 2700.00000 9720.00| 2000.00000 7200.00| 1200.00000 4320.00
1800 MM CULVERT PIPE OPTION III | | |
0270 604.092 3.000 EA | 2100.00000 6300.00| 2000.00000 6000.00| 1900.00000 5700.00
CATCH BASIN TYPE B1-C | | |
0280 604.18 4.000 EA | 350.00000 1400.00| 400.00000 1600.00| 320.00000 1280.00
ADJUSTING MANHOLE OR CATCH BASIN TO | | |
GRADE | | |
LETTING DATE : 06/26/02 MAINE DEPARTMENT OF TRANSPORTATION DATE : 12/10/02
PAGE : 3
LOCATION : TABULATION OF BIDS
CONTRACT ID : 009180.00
=========
====================================================================================================================================
|( 1 ) 000403 |( 2 ) 000059 |( 3 ) 000272
|PRATT & SONS INC. |PIKE INDUSTRIES, INC. |A & V CONSTRUCTION, CORP.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0290 604.182 4.000 EA | 135.00000 540.00| 250.00000 1000.00| 280.00000 1120.00
CLEAN EXISTING CATCH BASIN AND MANHOLE | | |
0300 605.09 917.000 M | 88.00000 80696.00| 55.00000 50435.00| 87.00000 79779.00
150 MM UNDERDRAIN TYPE B | | |
0310 605.10 61.000 M | 76.00000 4636.00| 70.00000 4270.00| 76.00000 4636.00
150 MM UNDERDRAIN OUTLET | | |
0320 605.11 99.000 M | 101.00000 9999.00| 70.00000 6930.00| 110.00000 10890.00
300 MM UNDERDRAIN TYPE C | | |
0330 605.12 198.000 M | 105.00000 20790.00| 75.00000 14850.00| 120.00000 23760.00
375 MM UNDERDRAIN TYPE C | | |
0340 606.17 419.000 M | 36.00000 15084.00| 32.00000 13408.00| 32.00000 13408.00
GUARDRAIL TYPE 3B - SINGLE RAIL | | |
0350 606.1722 2.000 EA | 620.00000 1240.00| 1500.00000 3000.00| 1000.00000 2000.00
BRIDGE TRANSITION - TYPE 2 | | |
0360 606.22 92.000 M | 47.00000 4324.00| 37.00000 3404.00| 37.00000 3404.00
GUARDRAIL TYPE 3B - OVER 4.5 M RADIUS | | |
0370 606.265 11.000 EA | 49.00000 539.00| 55.00000 605.00| 50.00000 550.00
TERMINAL END - SINGLE RAIL - GALVANIZED | | |
STEEL | | |
0380 606.35 40.000 EA | 22.00000 880.00| 30.00000 1200.00| 25.00000 1000.00
GUARDRAIL DELINEATOR POST | | |
0390 606.364 130.000 M | 16.90000 2197.00| 20.00000 2600.00| 17.00000 2210.00
GUARDRAIL REMOVE, MODIFY AND RESET, | | |
TYPE 3B | | |
0400 606.752 8.000 EA | 650.00000 5200.00| 1000.00000 8000.00| 690.00000 5520.00
WIDEN SHOULDER FOR MODIFIED ECCENTRIC | | |
LOADER TERMINAL | | |
0410 606.76 8.000 EA | 1200.00000 9600.00| 1600.00000 12800.00| 1400.00000 11200.00
MODIFIED ECCENTRIC LOADER TERMINAL | | |
0420 609.31 1258.000 M | 20.00000 25160.00| 15.00000 18870.00| 12.00000 15096.00
CURB TYPE 3 | | |
0430 610.08 180.000 M3 | 78.00000 14040.00| 48.50000 8730.00| 54.00000 9720.00
PLAIN RIPRAP | | |
0440 610.18 735.000 M3 | 55.00000 40425.00| 55.00000 40425.00| 45.00000 33075.00
STONE DITCH PROTECTION | | |
0450 613.319 7500.000 M2 | 1.50000 11250.00| 1.75000 13125.00| 2.00000 15000.00
EROSION CONTROL BLANKET | | |
0460 615.07 535.000 M3 | 51.00000 27285.00| 35.00000 18725.00| 28.00000 14980.00
LOAM | | |
0470 617.381 100.000 M3 | 50.00000 5000.00| 75.00000 7500.00| 37.00000 3700.00
EROSION CONTROL MIX | | |
LETTING DATE : 06/26/02 MAINE DEPARTMENT OF TRANSPORTATION DATE : 12/10/02
PAGE : 4
LOCATION : TABULATION OF BIDS
CONTRACT ID : 009180.00
=========
====================================================================================================================================
|( 1 ) 000403 |( 2 ) 000059 |( 3 ) 000272
|PRATT & SONS INC. |PIKE INDUSTRIES, INC. |A & V CONSTRUCTION, CORP.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0480 618.1301 10.000 UN | 17.00000 170.00| 17.00000 170.00| 15.00000 150.00
SEEDING METHOD NUMBER 1 - PLAN QUANTITY | | |
0490 618.1401 467.000 UN | 15.00000 7005.00| 15.00000 7005.00| 15.00000 7005.00
SEEDING METHOD NUMBER 2 - PLAN QUANTITY | | |
0500 619.1201 477.000 UN | 6.00000 2862.00| 6.50000 3100.50| 7.00000 3339.00
MULCH - PLAN QUANTITY | | |
0510 620.54 1945.000 M2 | 2.10000 4084.50| 1.75000 3403.75| 3.00000 5835.00
STABILIZATION GEOTEXTILE | | |
0520 620.58 2850.000 M2 | 1.90000 5415.00| 1.75000 4987.50| 2.00000 5700.00
EROSION CONTROL GEOTEXTILE | | |
0530 627.75 20.000 M2 | 27.00000 540.00| 30.00000 600.00| 38.00000 760.00
WHITE OR YELLOW PAVEMENT AND CURB | | |
MARKING | | |
0540 627.76 LUMP| 6200.00000 6200.00| 4500.00000 4500.00| 9900.00000 9900.00
TEMPORARY PAVEMENT MARKING LINE, WHITE | | |
OR YELLOW | | |
0550 629.05 20.000 MH | 36.00000 720.00| 35.00000 700.00| 35.00000 700.00
HAND LABOR, STRAIGHT TIME | | |
0560 631.10 5.000 HR | 39.00000 195.00| 35.00000 175.00| 45.00000 225.00
AIR COMPRESSOR (INCLUDING OPERATOR) | | |
0570 631.11 5.000 HR | 39.00000 195.00| 35.00000 175.00| 45.00000 225.00
AIR TOOL (INCLUDING OPERATOR) | | |
0580 631.12 75.000 HR | 100.00000 7500.00| 115.00000 8625.00| 100.00000 7500.00
ALL PURPOSE EXCAVATOR (INCLUDING | | |
OPERATOR) | | |
0590 631.132 10.000 HR | 71.00000 710.00| 90.00000 900.00| 65.00000 650.00
SMALL BULLDOZER (INCLUDING OPERATOR) | | |
0600 631.14 20.000 HR | 165.00000 3300.00| 135.00000 2700.00| 95.00000 1900.00
GRADER (INCLUDING OPERATOR) | | |
0610 631.15 20.000 HR | 90.00000 1800.00| 85.00000 1700.00| 75.00000 1500.00
ROLLER, EARTH AND BASE COURSE | | |
(INCLUDING OPERATOR) | | |
0620 631.172 150.000 HR | 43.00000 6450.00| 50.00000 7500.00| 40.00000 6000.00
TRUCK - LARGE (INCLUDING OPERATOR) | | |
0630 631.18 10.000 HR | 39.00000 390.00| 60.00000 600.00| 45.00000 450.00
CHAIN SAW RENTAL (INCLUDING OPERATOR) | | |
0640 631.20 10.000 HR | 120.00000 1200.00| 80.00000 800.00| 100.00000 1000.00
STUMP CHIPPER (INCLUDING OPERATOR) | | |
0650 631.32 30.000 HR | 135.00000 4050.00| 225.00000 6750.00| 110.00000 3300.00
CULVERT CLEANER (INCLUDING OPERATOR) | | |
0660 637.071 LUMP| 6200.00000 6200.00| 11500.00000 11500.00| 20900.00000 20900.00
DUST CONTROL | | |
LETTING DATE : 06/26/02 MAINE DEPARTMENT OF TRANSPORTATION DATE : 12/10/02
PAGE : 5
LOCATION : TABULATION OF BIDS
CONTRACT ID : 009180.00
=========
====================================================================================================================================
|( 1 ) 000403 |( 2 ) 000059 |( 3 ) 000272
|PRATT & SONS INC. |PIKE INDUSTRIES, INC. |A & V CONSTRUCTION, CORP.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0670 639.18 1.000 EA | 5000.00000 5000.00| 8500.00000 8500.00| 7500.00000 7500.00
FIELD OFFICE TYPE A | | |
0680 652.33 50.000 EA | 70.00000 3500.00| 55.00000 2750.00| 55.00000 2750.00
DRUM | | |
0690 652.34 120.000 EA | 14.00000 1680.00| 16.00000 1920.00| 14.00000 1680.00
CONE | | |
0700 652.35 119.000 M2 | 109.00000 12971.00| 70.00000 8330.00| 110.00000 13090.00
CONSTRUCTION SIGNS | | |
0710 652.36 180.000 CD | 125.00000 22500.00| 300.00000 54000.00| 130.00000 23400.00
MAINTENANCE OF TRAFFIC CONTROL DEVICES | | |
0720 652.38 5100.000 MH | 15.00000 76500.00| 14.50000 73950.00| 15.00000 76500.00
FLAGGER | | |
0730 653.22 50.000 M2 | 8.00000 400.00| 20.00000 1000.00| 13.00000 650.00
50 MM POLYSTYRENE PLASTIC INSULATION | | |
0740 656.75 LUMP| 29000.00000 29000.00| 20000.00000 20000.00| 33200.00000 33200.00
TEMPORARY SOIL EROSION AND WATER | | |
POLLUTION CONTROL | | |
0750 659.10 LUMP| 108000.00000 108000.00| 214500.00000 214500.00| 190000.00000 190000.00
MOBILIZATION | | |
SECTION TOTALS | $ 1,919,025.45| $ 1,935,793.25| $ 1,941,847.00
------------------------------------------+----------------------------+----------------------------+-------------------------------
CONTRACT TOTALS | $ 1,919,025.45| $ 1,935,793.25| $ 1,941,847.00
====================================================================================================================================
LETTING DATE : 06/26/02 MAINE DEPARTMENT OF TRANSPORTATION DATE : 12/10/02
PAGE : 6
LOCATION : TABULATION OF BIDS
CONTRACT ID : 009180.00
=========
====================================================================================================================================
|( 4 ) 000014 |( ) |( )
|FARRIN BROS. & SMITH, INC. | |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0001 HIGHWAY ITEMS
| | |
0010 201.23 5.000 EA | 500.00000 2500.00| |
REMOVING SINGLE TREE TOP ONLY | | |
0020 201.24 5.000 EA | 250.00000 1250.00| |
REMOVING STUMP | | |
0030 202.203 434.000 M2 | 25.00000 10850.00| |
PAVEMENT BUTT JOINTS | | |
0040 203.2001 7727.000 M3 | 13.00000 100451.00| |
COMMON EXCAVATION - PLAN QUANTITY | | |
0050 203.202 3234.000 M | 12.00000 38808.00| |
INSLOPE EXCAVATION | | |
0060 203.2025 131.000 M | 13.00000 1703.00| |
INSLOPE EXCAVATION - GUARDRAIL | | |
0070 203.203 5865.000 M | 18.00000 105570.00| |
DITCH EXCAVATION | | |
0080 204.41 10650.000 M2 | 2.00000 21300.00| |
REHABILITATION OF EXISTING SHOULDERS, | | |
PLAN QUANTITY | | |
0090 304.103 400.000 M3 | 25.00000 10000.00| |
AGGREGATE SUBBASE - GRAVEL (TRUCK | | |
MEASURE) | | |
0100 304.104 13115.000 M3 | 25.00000 327875.00| |
AGGREGATE SUBBASE COURSE - GRAVEL (PLAN | | |
QUANTITY) | | |
0110 307.32 614.000 M2 | 4.50000 2763.00| |
COLD IN-PLACE RECYCLED MATERIAL | | |
(UNTREATED) TRAVELWAY | | |
0120 307.41 37422.000 M2 | 7.00000 261954.00| |
COLD IN-PLACE RECYCLED PAVEMENT (WITH | | |
FOAMED ASPHALT) | | |
0130 403.209 175.000 MG | 90.00000 15750.00| |
HOT MIX ASPHALT 9.5 MM(SIDEWALKS,DRIVES | | |
INCIDENTAL ) | | |
0140 403.210 4510.000 MG | 38.00000 171380.00| |
HOT MIX ASPHALT 9.5 MM NOMINAL MAX SIZE | | |
0150 403.211 910.000 MG | 38.00000 34580.00| |
HOT MIX ASPHALT (SHIM) | | |
0160 403.213 5000.000 MG | 38.00000 190000.00| |
HOT MIX ASPHALT 12.5 MM, BASE | | |
0170 409.15 6000.000 L | 1.00000 6000.00| |
BITUMINOUS TACK COAT APPLIED | | |
LETTING DATE : 06/26/02 MAINE DEPARTMENT OF TRANSPORTATION DATE : 12/10/02
PAGE : 7
LOCATION : TABULATION OF BIDS
CONTRACT ID : 009180.00
=========
====================================================================================================================================
|( 4 ) 000014 |( ) |( )
|FARRIN BROS. & SMITH, INC. | |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0180 411.08 610.000 M3 | 40.00000 24400.00| |
UNTREATED AGGREGATE SURFACE COURSE, | | |
PLAN QUANTITY | | |
0190 411.10 70.000 M3 | 50.00000 3500.00| |
UNTREATED AGGREGATE SURFACE COURSE | | |
(TRUCK MEASURE) | | |
0200 603.16 290.000 M | 90.00000 26100.00| |
375 MM CULVERT PIPE OPTION I | | |
0210 603.17 50.000 M | 100.00000 5000.00| |
450 MM CULVERT PIPE OPTION I | | |
0220 603.179 122.000 M | 190.00000 23180.00| |
450 MM CULVERT PIPE OPTION III | | |
0230 603.199 72.000 M | 210.00000 15120.00| |
600 MM CULVERT PIPE OPTION III | | |
0240 603.209 2.400 M | 220.00000 528.00| |
750 MM CULVERT PIPE OPTION III | | |
0250 603.219 16.000 M | 235.00000 3760.00| |
900 MM CULVERT PIPE OPTION III | | |
0260 603.279 3.600 M | 1000.00000 3600.00| |
1800 MM CULVERT PIPE OPTION III | | |
0270 604.092 3.000 EA | 2000.00000 6000.00| |
CATCH BASIN TYPE B1-C | | |
0280 604.18 4.000 EA | 800.00000 3200.00| |
ADJUSTING MANHOLE OR CATCH BASIN TO | | |
GRADE | | |
0290 604.182 4.000 EA | 400.00000 1600.00| |
CLEAN EXISTING CATCH BASIN AND MANHOLE | | |
0300 605.09 917.000 M | 75.00000 68775.00| |
150 MM UNDERDRAIN TYPE B | | |
0310 605.10 61.000 M | 60.00000 3660.00| |
150 MM UNDERDRAIN OUTLET | | |
0320 605.11 99.000 M | 90.00000 8910.00| |
300 MM UNDERDRAIN TYPE C | | |
0330 605.12 198.000 M | 100.00000 19800.00| |
375 MM UNDERDRAIN TYPE C | | |
0340 606.17 419.000 M | 31.85000 13345.15| |
GUARDRAIL TYPE 3B - SINGLE RAIL | | |
0350 606.1722 2.000 EA | 900.00000 1800.00| |
BRIDGE TRANSITION - TYPE 2 | | |
0360 606.22 92.000 M | 36.61000 3368.12| |
GUARDRAIL TYPE 3B - OVER 4.5 M RADIUS | | |
LETTING DATE : 06/26/02 MAINE DEPARTMENT OF TRANSPORTATION DATE : 12/10/02
PAGE : 8
LOCATION : TABULATION OF BIDS
CONTRACT ID : 009180.00
=========
====================================================================================================================================
|( 4 ) 000014 |( ) |( )
|FARRIN BROS. & SMITH, INC. | |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0370 606.265 11.000 EA | 50.00000 550.00| |
TERMINAL END - SINGLE RAIL - GALVANIZED | | |
STEEL | | |
0380 606.35 40.000 EA | 25.00000 1000.00| |
GUARDRAIL DELINEATOR POST | | |
0390 606.364 130.000 M | 17.22000 2238.60| |
GUARDRAIL REMOVE, MODIFY AND RESET, | | |
TYPE 3B | | |
0400 606.752 8.000 EA | 1500.00000 12000.00| |
WIDEN SHOULDER FOR MODIFIED ECCENTRIC | | |
LOADER TERMINAL | | |
0410 606.76 8.000 EA | 1400.00000 11200.00| |
MODIFIED ECCENTRIC LOADER TERMINAL | | |
0420 609.31 1258.000 M | 20.00000 25160.00| |
CURB TYPE 3 | | |
0430 610.08 180.000 M3 | 65.00000 11700.00| |
PLAIN RIPRAP | | |
0440 610.18 735.000 M3 | 60.00000 44100.00| |
STONE DITCH PROTECTION | | |
0450 613.319 7500.000 M2 | 2.50000 18750.00| |
EROSION CONTROL BLANKET | | |
0460 615.07 535.000 M3 | 15.00000 8025.00| |
LOAM | | |
0470 617.381 100.000 M3 | 40.00000 4000.00| |
EROSION CONTROL MIX | | |
0480 618.1301 10.000 UN | 16.00000 160.00| |
SEEDING METHOD NUMBER 1 - PLAN QUANTITY | | |
0490 618.1401 467.000 UN | 14.00000 6538.00| |
SEEDING METHOD NUMBER 2 - PLAN QUANTITY | | |
0500 619.1201 477.000 UN | 5.90000 2814.30| |
MULCH - PLAN QUANTITY | | |
0510 620.54 1945.000 M2 | 4.00000 7780.00| |
STABILIZATION GEOTEXTILE | | |
0520 620.58 2850.000 M2 | 4.00000 11400.00| |
EROSION CONTROL GEOTEXTILE | | |
0530 627.75 20.000 M2 | 25.00000 500.00| |
WHITE OR YELLOW PAVEMENT AND CURB | | |
MARKING | | |
0540 627.76 LUMP| 6000.00000 6000.00| |
TEMPORARY PAVEMENT MARKING LINE, WHITE | | |
OR YELLOW | | |
LETTING DATE : 06/26/02 MAINE DEPARTMENT OF TRANSPORTATION DATE : 12/10/02
PAGE : 9
LOCATION : TABULATION OF BIDS
CONTRACT ID : 009180.00
=========
====================================================================================================================================
|( 4 ) 000014 |( ) |( )
|FARRIN BROS. & SMITH, INC. | |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0550 629.05 20.000 MH | 25.00000 500.00| |
HAND LABOR, STRAIGHT TIME | | |
0560 631.10 5.000 HR | 20.00000 100.00| |
AIR COMPRESSOR (INCLUDING OPERATOR) | | |
0570 631.11 5.000 HR | 20.00000 100.00| |
AIR TOOL (INCLUDING OPERATOR) | | |
0580 631.12 75.000 HR | 100.00000 7500.00| |
ALL PURPOSE EXCAVATOR (INCLUDING | | |
OPERATOR) | | |
0590 631.132 10.000 HR | 45.00000 450.00| |
SMALL BULLDOZER (INCLUDING OPERATOR) | | |
0600 631.14 20.000 HR | 100.00000 2000.00| |
GRADER (INCLUDING OPERATOR) | | |
0610 631.15 20.000 HR | 50.00000 1000.00| |
ROLLER, EARTH AND BASE COURSE | | |
(INCLUDING OPERATOR) | | |
0620 631.172 150.000 HR | 40.00000 6000.00| |
TRUCK - LARGE (INCLUDING OPERATOR) | | |
0630 631.18 10.000 HR | 35.00000 350.00| |
CHAIN SAW RENTAL (INCLUDING OPERATOR) | | |
0640 631.20 10.000 HR | 100.00000 1000.00| |
STUMP CHIPPER (INCLUDING OPERATOR) | | |
0650 631.32 30.000 HR | 150.00000 4500.00| |
CULVERT CLEANER (INCLUDING OPERATOR) | | |
0660 637.071 LUMP| 15000.00000 15000.00| |
DUST CONTROL | | |
0670 639.18 1.000 EA | 15000.00000 15000.00| |
FIELD OFFICE TYPE A | | |
0680 652.33 50.000 EA | 30.00000 1500.00| |
DRUM | | |
0690 652.34 120.000 EA | 10.00000 1200.00| |
CONE | | |
0700 652.35 119.000 M2 | 90.00000 10710.00| |
CONSTRUCTION SIGNS | | |
0710 652.36 180.000 CD | 50.00000 9000.00| |
MAINTENANCE OF TRAFFIC CONTROL DEVICES | | |
0720 652.38 5100.000 MH | 16.00000 81600.00| |
FLAGGER | | |
0730 653.22 50.000 M2 | 35.00000 1750.00| |
50 MM POLYSTYRENE PLASTIC INSULATION | | |
0740 656.75 LUMP| 25000.00000 25000.00| |
TEMPORARY SOIL EROSION AND WATER | | |
POLLUTION CONTROL | | |
LETTING DATE : 06/26/02 MAINE DEPARTMENT OF TRANSPORTATION DATE : 12/10/02
PAGE : 10
LOCATION : TABULATION OF BIDS
CONTRACT ID : 009180.00
=========
====================================================================================================================================
|( 4 ) 000014 |( ) |( )
|FARRIN BROS. & SMITH, INC. | |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0750 659.10 LUMP| 173425.00000 173425.00| |
MOBILIZATION | | |
SECTION TOTALS | $ 2,069,981.17| $ 0.00| $ 0.00
------------------------------------------+----------------------------+----------------------------+-------------------------------
CONTRACT TOTALS | $ 2,069,981.17| $ 0.00| $
====================================================================================================================================