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LETTING DATSTP-9082(00)X MAINE DEPARTMENT OF TRANSPORTATION DATE : 12/05/01
PAGE : 1
LOCATION : AUGUSTA TABULATION OF BIDS
SIDNEY
WATERVILLE CONTRACT ID : 008685.00
=========
COMPLETION DATE : 07/01/02
PROJECT(S): DPB-8685(00)X COUNTIE(S) : KENNEBEC MAINE STATE DEPTARTMENT OF TRANSPORTATION
A TRUE COPY : __________________________
TITLE : __________________________
CONTRACT DESCRIPTION : LEVEL II RESURFACING ATTEST : _______________________________
NOTARY PUBLIC
--------------------------------------------------------------------------------------------------------------------------
TOTAL % OVER
RANK VENDOR NO./NAME BID LOW BID
--------------------------------------------------------------------------------------------------------------------------
1 000059 PIKE INDUSTRIES, INC. $ 3,055,973.90 100.0000%
2 000855 BRIDGECORP $ 3,232,156.40 105.7652%
3 000403 PRATT & SONS INC. $ 3,565,126.15 116.6609%
4 000014 FARRIN BROS. & SMITH, INC. $ 4,099,666.91 134.1525%
====================================================================================================================================
|( 1 ) 000059 |( 2 ) 000855 |( 3 ) 000403
|PIKE INDUSTRIES, INC. |BRIDGECORP |PRATT & SONS INC.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0001 HIGHWAY ITEMS
| | |
0010 201.24 60.000 EA | 450.00000 27000.00| 50.00000 3000.00| 120.00000 7200.00
REMOVING STUMP | | |
0020 202.202 3672.000 M2 | 2.25000 8262.00| 3.00000 11016.00| 2.60000 9547.20
REMOVING PAVEMENT SURFACE | | |
0030 202.203 1735.000 M2 | 20.00000 34700.00| 10.00000 17350.00| 21.00000 36435.00
PAVEMENT BUTT JOINTS | | |
0040 203.20 5700.000 M3 | 7.50000 42750.00| 10.00000 57000.00| 11.00000 62700.00
COMMON EXCAVATION | | |
0050 203.2021 11680.000 M | 7.00000 81760.00| 8.00000 93440.00| 6.40000 74752.00
INSLOPE REHABILITATION | | |
0060 203.203 8030.000 M | 8.75000 70262.50| 10.00000 80300.00| 11.60000 93148.00
DITCH EXCAVATION | | |
0070 203.204 3325.000 M | 17.00000 56525.00| 12.00000 39900.00| 18.00000 59850.00
NEW DITCH EXCAVATION | | |
0080 203.21 700.000 M3 | 50.00000 35000.00| 45.00000 31500.00| 47.00000 32900.00
ROCK EXCAVATION | | |
0090 204.41 38445.000 M2 | 2.75000 105723.75| 5.00000 192225.00| 4.65000 178769.25
REHABILITATION OF EXISTING SHOULDERS, | | |
PLAN QUANTITY | | |
0100 304.10 7100.000 M3 | 12.50000 88750.00| 20.00000 142000.00| 21.75000 154425.00
AGGREGATE SUBBASE COURSE - GRAVEL | | |
LETTING DATE : 05/16/01 MAINE DEPARTMENT OF TRANSPORTATION DATE : 12/05/01
PAGE : 2
LOCATION : AUGUSTA TABULATION OF BIDS
SIDNEY
WATERVILLE CONTRACT ID : 008685.00
=========
====================================================================================================================================
|( 1 ) 000059 |( 2 ) 000855 |( 3 ) 000403
|PIKE INDUSTRIES, INC. |BRIDGECORP |PRATT & SONS INC.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0110 304.103 2675.000 M3 | 15.00000 40125.00| 7.00000 18725.00| 18.60000 49755.00
AGGREGATE SUBBASE - GRAVEL (TRUCK | | |
MEASURE) | | |
0120 307.32 7300.000 M2 | 1.35000 9855.00| 3.30000 24090.00| 2.00000 14600.00
COLD IN-PLACE RECYCLED MATERIAL | | |
(UNTREATED) TRAVELWAY | | |
0130 307.33 6680.000 M2 | 1.35000 9018.00| 4.40000 29392.00| 1.80000 12024.00
COLD IN-PLACE RECYCLED MATERIAL | | |
(UNTREATED) SHOULDER | | |
0140 307.40 56745.000 M2 | 3.75000 212793.75| 5.00000 283725.00| 4.80000 272376.00
COLD IN-PLACE RECYCLED PAVEMENT (WITH | | |
BITUMINOUS STABILIZER) | | |
0150 403.207 9950.000 MG | 33.00000 328350.00| 33.00000 328350.00| 33.00000 328350.00
HOT MIX ASPHALT 19.0 MM NOMINAL MAX SIZ | | |
0160 403.208 15480.000 MG | 33.00000 510840.00| 33.00000 510840.00| 35.00000 541800.00
HOT MIX ASPHALT 12.5 MM NOMINAL MAX SIZ | | |
0170 403.209 710.000 MG | 85.00000 60350.00| 120.00000 85200.00| 90.00000 63900.00
HOT MIX ASPHALT 9.5 MM(SIDEWALKS,DRIVES | | |
INCIDENTAL ) | | |
0180 403.210 3730.000 MG | 35.00000 130550.00| 35.00000 130550.00| 36.00000 134280.00
HOT MIX ASPHALT 9.5 MM NOMINAL MAX SIZE | | |
0190 403.211 4255.000 MG | 35.00000 148925.00| 35.00000 148925.00| 35.00000 148925.00
HOT MIX ASPHALT (SHIM) | | |
0200 409.15 5975.000 L | 0.80000 4780.00| 1.50000 8962.50| 1.30000 7767.50
BITUMINOUS TACK COAT APPLIED | | |
0210 411.10 405.000 M3 | 45.00000 18225.00| 25.00000 10125.00| 43.40000 17577.00
UNTREATED AGGREGATE SURFACE COURSE | | |
(TRUCK MEASURE) | | |
0220 603.16 276.200 M | 85.00000 23477.00| 60.00000 16572.00| 75.00000 20715.00
375 MM CULVERT PIPE OPTION I | | |
0230 603.17 347.300 M | 95.00000 32993.50| 70.00000 24311.00| 82.00000 28478.60
450 MM CULVERT PIPE OPTION I | | |
0240 603.179 221.700 M | 195.00000 43231.50| 150.00000 33255.00| 180.00000 39906.00
450 MM CULVERT PIPE OPTION III | | |
0250 603.199 268.100 M | 210.00000 56301.00| 160.00000 42896.00| 246.00000 65952.60
600 MM CULVERT PIPE OPTION III | | |
0260 604.092 6.000 EA | 2200.00000 13200.00| 2000.00000 12000.00| 2600.00000 15600.00
CATCH BASIN TYPE B1-C | | |
0270 604.161 2.000 EA | 550.00000 1100.00| 600.00000 1200.00| 650.00000 1300.00
ALTERING CATCH BASIN | | |
0280 604.18 4.000 EA | 350.00000 1400.00| 350.00000 1400.00| 350.00000 1400.00
ADJUSTING MANHOLE OR CATCH BASIN TO | | |
GRADE | | |
LETTING DATE : 05/16/01 MAINE DEPARTMENT OF TRANSPORTATION DATE : 12/05/01
PAGE : 3
LOCATION : AUGUSTA TABULATION OF BIDS
SIDNEY
WATERVILLE CONTRACT ID : 008685.00
=========
====================================================================================================================================
|( 1 ) 000059 |( 2 ) 000855 |( 3 ) 000403
|PIKE INDUSTRIES, INC. |BRIDGECORP |PRATT & SONS INC.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0290 604.182 9.000 EA | 175.00000 1575.00| 175.00000 1575.00| 130.00000 1170.00
CLEAN EXISTING CATCH BASIN AND MANHOLE | | |
0300 605.09 950.000 M | 55.00000 52250.00| 50.00000 47500.00| 90.00000 85500.00
150 MM UNDERDRAIN TYPE B | | |
0310 605.10 50.000 M | 75.00000 3750.00| 45.00000 2250.00| 85.00000 4250.00
150 MM UNDERDRAIN OUTLET | | |
0320 606.17 2138.000 M | 29.00000 62002.00| 35.00000 74830.00| 30.00000 64140.00
GUARDRAIL TYPE 3B - SINGLE RAIL | | |
0330 606.1722 4.000 EA | 600.00000 2400.00| 650.00000 2600.00| 600.00000 2400.00
BRIDGE TRANSITION - TYPE 2 | | |
0340 606.178 110.000 M | 16.00000 1760.00| 18.00000 1980.00| 16.00000 1760.00
GUARDRAIL BEAM | | |
0350 606.21 91.800 M | 33.00000 3029.40| 38.00000 3488.40| 34.00000 3121.20
GUARDRAIL TYPE 3B - 4.5 M RADIUS OR LES | | |
0360 606.265 12.000 EA | 30.00000 360.00| 35.00000 420.00| 31.00000 372.00
TERMINAL END - SINGLE RAIL - GALVANIZED | | |
STEEL | | |
0370 606.35 155.000 EA | 35.00000 5425.00| 34.00000 5270.00| 31.00000 4805.00
GUARDRAIL DELINEATOR POST | | |
0380 606.367 20.000 EA | 35.00000 700.00| 50.00000 1000.00| 31.00000 620.00
REPLACE UNUSABLE EXISTING GUARDRAIL | | |
POSTS | | |
0390 606.47 100.000 EA | 30.00000 3000.00| 30.00000 3000.00| 26.00000 2600.00
SINGLE WOOD POST | | |
0400 606.611 24.400 M | 80.00000 1952.00| 90.00000 2196.00| 82.00000 2000.80
TIMBER GUARDRAIL | | |
0410 606.752 31.000 EA | 850.00000 26350.00| 1200.00000 37200.00| 800.00000 24800.00
WIDEN SHOULDER FOR MODIFIED ECCENTRIC | | |
LOADER TERMINAL | | |
0420 606.76 32.000 EA | 1000.00000 32000.00| 1200.00000 38400.00| 1040.00000 33280.00
MODIFIED ECCENTRIC LOADER TERMINAL | | |
0430 608.46 815.000 M2 | 12.00000 9780.00| 8.00000 6520.00| 5.50000 4482.50
REGRADING SIDEWALK | | |
0440 609.31 3175.000 M | 13.00000 41275.00| 6.50000 20637.50| 10.60000 33655.00
CURB TYPE 3 | | |
0450 610.08 200.000 M3 | 65.00000 13000.00| 45.00000 9000.00| 65.00000 13000.00
PLAIN RIPRAP | | |
0460 610.18 410.000 M3 | 45.00000 18450.00| 40.00000 16400.00| 45.00000 18450.00
STONE DITCH PROTECTION | | |
0470 613.319 27440.000 M2 | 1.50000 41160.00| 1.25000 34300.00| 1.90000 52136.00
TEMPORARY EROSION CONTROL BLANKET | | |
LETTING DATE : 05/16/01 MAINE DEPARTMENT OF TRANSPORTATION DATE : 12/05/01
PAGE : 4
LOCATION : AUGUSTA TABULATION OF BIDS
SIDNEY
WATERVILLE CONTRACT ID : 008685.00
=========
====================================================================================================================================
|( 1 ) 000059 |( 2 ) 000855 |( 3 ) 000403
|PIKE INDUSTRIES, INC. |BRIDGECORP |PRATT & SONS INC.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0480 617.37 100.000 M3 | 45.00000 4500.00| 55.00000 5500.00| 55.00000 5500.00
WOODWASTE MULCH | | |
0490 618.1401 1545.000 UN | 12.00000 18540.00| 15.00000 23175.00| 12.00000 18540.00
SEEDING METHOD NUMBER 2 - PLAN QUANTITY | | |
0500 619.1201 1545.000 UN | 6.00000 9270.00| 11.00000 16995.00| 7.50000 11587.50
MULCH - PLAN QUANTITY | | |
0510 620.58 1815.000 M2 | 1.50000 2722.50| 3.00000 5445.00| 2.20000 3993.00
EROSION CONTROL GEOTEXTILE | | |
0520 621.273 40.000 EA | 450.00000 18000.00| 700.00000 28000.00| 677.00000 27080.00
LARGE DECIDUOUS TREE (50 MM - 65 MM | | |
CALIPER) GROUP A | | |
0530 627.75 115.000 M2 | 35.00000 4025.00| 30.00000 3450.00| 22.00000 2530.00
WHITE OR YELLOW PAVEMENT AND CURB | | |
MARKING | | |
0540 627.76 LUMP| 5500.00000 5500.00| 2000.00000 2000.00| 15600.00000 15600.00
TEMPORARY PAVEMENT MARKING LINE, WHITE | | |
OR YELLOW | | |
0550 629.05 125.000 MH | 25.00000 3125.00| 22.00000 2750.00| 42.00000 5250.00
HAND LABOR, STRAIGHT TIME | | |
0560 631.12 125.000 HR | 90.00000 11250.00| 100.00000 12500.00| 99.00000 12375.00
ALL PURPOSE EXCAVATOR (INCLUDING | | |
OPERATOR) | | |
0570 631.172 175.000 HR | 45.00000 7875.00| 50.00000 8750.00| 42.00000 7350.00
TRUCK - LARGE (INCLUDING OPERATOR) | | |
0580 631.18 25.000 HR | 45.00000 1125.00| 45.00000 1125.00| 38.00000 950.00
CHAIN SAW RENTAL (INCLUDING OPERATOR) | | |
0590 631.20 100.000 HR | 175.00000 17500.00| 40.00000 4000.00| 115.00000 11500.00
STUMP CHIPPER (INCLUDING OPERATOR) | | |
0600 631.32 80.000 HR | 175.00000 14000.00| 45.00000 3600.00| 180.00000 14400.00
CULVERT CLEANER (INCLUDING OPERATOR) | | |
0610 639.18 1.000 EA | 8500.00000 8500.00| 3000.00000 3000.00| 7000.00000 7000.00
FIELD OFFICE TYPE A | | |
0620 645.280 21.000 EA | 75.00000 1575.00| 50.00000 1050.00| 115.00000 2415.00
WOOD POST | | |
0630 652.31 50.000 EA | 65.00000 3250.00| 20.00000 1000.00| 40.00000 2000.00
TYPE I BARRICADE | | |
0640 652.33 200.000 EA | 55.00000 11000.00| 20.00000 4000.00| 65.00000 13000.00
DRUM | | |
0650 652.34 380.000 EA | 15.00000 5700.00| 10.00000 3800.00| 13.00000 4940.00
CONE | | |
0660 652.35 350.000 M2 | 70.00000 24500.00| 20.00000 7000.00| 92.00000 32200.00
CONSTRUCTION SIGNS | | |
LETTING DATE : 05/16/01 MAINE DEPARTMENT OF TRANSPORTATION DATE : 12/05/01
PAGE : 5
LOCATION : AUGUSTA TABULATION OF BIDS
SIDNEY
WATERVILLE CONTRACT ID : 008685.00
=========
====================================================================================================================================
|( 1 ) 000059 |( 2 ) 000855 |( 3 ) 000403
|PIKE INDUSTRIES, INC. |BRIDGECORP |PRATT & SONS INC.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0670 652.36 212.000 CD | 250.00000 53000.00| 30.00000 6360.00| 115.00000 24380.00
MAINTENANCE OF TRAFFIC CONTROL DEVICES | | |
0680 652.38 9120.000 MH | 15.00000 136800.00| 7.00000 63840.00| 13.00000 118560.00
FLAGGER | | |
0690 656.75 LUMP| 20000.00000 20000.00| 25000.00000 25000.00| 175000.00000 175000.00
TEMPORARY SOIL EROSION AND WATER | | |
POLLUTION CONTROL | | |
0700 659.10 LUMP| 154750.00000 154750.00| 310000.00000 310000.00| 219000.00000 219000.00
MOBILIZATION | | |
0710 660.21 3000.000 MH | 1.00000 3000.00| 1.00000 3000.00| 1.00000 3000.00
ON-THE-JOB TRAINING (BID) | | |
SECTION TOTALS | $ 3,055,973.90| $ 3,232,156.40| $ 3,565,126.15
------------------------------------------+----------------------------+----------------------------+-------------------------------
CONTRACT TOTALS | $ 3,055,973.90| $ 3,232,156.40| $ 3,565,126.15
====================================================================================================================================
LETTING DATE : 05/16/01 MAINE DEPARTMENT OF TRANSPORTATION DATE : 12/05/01
PAGE : 6
LOCATION : AUGUSTA TABULATION OF BIDS
SIDNEY
WATERVILLE CONTRACT ID : 008685.00
=========
====================================================================================================================================
|( 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 201.24 60.000 EA | 300.00000 18000.00| |
REMOVING STUMP | | |
0020 202.202 3672.000 M2 | 2.25000 8262.00| |
REMOVING PAVEMENT SURFACE | | |
0030 202.203 1735.000 M2 | 20.00000 34700.00| |
PAVEMENT BUTT JOINTS | | |
0040 203.20 5700.000 M3 | 13.00000 74100.00| |
COMMON EXCAVATION | | |
0050 203.2021 11680.000 M | 13.00000 151840.00| |
INSLOPE REHABILITATION | | |
0060 203.203 8030.000 M | 16.00000 128480.00| |
DITCH EXCAVATION | | |
0070 203.204 3325.000 M | 23.00000 76475.00| |
NEW DITCH EXCAVATION | | |
0080 203.21 700.000 M3 | 55.00000 38500.00| |
ROCK EXCAVATION | | |
0090 204.41 38445.000 M2 | 3.95000 151857.75| |
REHABILITATION OF EXISTING SHOULDERS, | | |
PLAN QUANTITY | | |
0100 304.10 7100.000 M3 | 16.00000 113600.00| |
AGGREGATE SUBBASE COURSE - GRAVEL | | |
0110 304.103 2675.000 M3 | 30.00000 80250.00| |
AGGREGATE SUBBASE - GRAVEL (TRUCK | | |
MEASURE) | | |
0120 307.32 7300.000 M2 | 2.90000 21170.00| |
COLD IN-PLACE RECYCLED MATERIAL | | |
(UNTREATED) TRAVELWAY | | |
0130 307.33 6680.000 M2 | 2.90000 19372.00| |
COLD IN-PLACE RECYCLED MATERIAL | | |
(UNTREATED) SHOULDER | | |
0140 307.40 56745.000 M2 | 8.75000 496518.75| |
COLD IN-PLACE RECYCLED PAVEMENT (WITH | | |
BITUMINOUS STABILIZER) | | |
0150 403.207 9950.000 MG | 33.00000 328350.00| |
HOT MIX ASPHALT 19.0 MM NOMINAL MAX SIZ | | |
0160 403.208 15480.000 MG | 33.00000 510840.00| |
HOT MIX ASPHALT 12.5 MM NOMINAL MAX SIZ | | |
0170 403.209 710.000 MG | 85.00000 60350.00| |
HOT MIX ASPHALT 9.5 MM(SIDEWALKS,DRIVES | | |
INCIDENTAL ) | | |
LETTING DATE : 05/16/01 MAINE DEPARTMENT OF TRANSPORTATION DATE : 12/05/01
PAGE : 7
LOCATION : AUGUSTA TABULATION OF BIDS
SIDNEY
WATERVILLE CONTRACT ID : 008685.00
=========
====================================================================================================================================
|( 4 ) 000014 |( ) |( )
|FARRIN BROS. & SMITH, INC. | |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0180 403.210 3730.000 MG | 35.00000 130550.00| |
HOT MIX ASPHALT 9.5 MM NOMINAL MAX SIZE | | |
0190 403.211 4255.000 MG | 35.00000 148925.00| |
HOT MIX ASPHALT (SHIM) | | |
0200 409.15 5975.000 L | 0.80000 4780.00| |
BITUMINOUS TACK COAT APPLIED | | |
0210 411.10 405.000 M3 | 60.00000 24300.00| |
UNTREATED AGGREGATE SURFACE COURSE | | |
(TRUCK MEASURE) | | |
0220 603.16 276.200 M | 150.00000 41430.00| |
375 MM CULVERT PIPE OPTION I | | |
0230 603.17 347.300 M | 160.00000 55568.00| |
450 MM CULVERT PIPE OPTION I | | |
0240 603.179 221.700 M | 260.00000 57642.00| |
450 MM CULVERT PIPE OPTION III | | |
0250 603.199 268.100 M | 280.00000 75068.00| |
600 MM CULVERT PIPE OPTION III | | |
0260 604.092 6.000 EA | 2000.00000 12000.00| |
CATCH BASIN TYPE B1-C | | |
0270 604.161 2.000 EA | 1500.00000 3000.00| |
ALTERING CATCH BASIN | | |
0280 604.18 4.000 EA | 800.00000 3200.00| |
ADJUSTING MANHOLE OR CATCH BASIN TO | | |
GRADE | | |
0290 604.182 9.000 EA | 350.00000 3150.00| |
CLEAN EXISTING CATCH BASIN AND MANHOLE | | |
0300 605.09 950.000 M | 65.00000 61750.00| |
150 MM UNDERDRAIN TYPE B | | |
0310 605.10 50.000 M | 55.00000 2750.00| |
150 MM UNDERDRAIN OUTLET | | |
0320 606.17 2138.000 M | 28.72000 61403.36| |
GUARDRAIL TYPE 3B - SINGLE RAIL | | |
0330 606.1722 4.000 EA | 582.60000 2330.40| |
BRIDGE TRANSITION - TYPE 2 | | |
0340 606.178 110.000 M | 15.70000 1727.00| |
GUARDRAIL BEAM | | |
0350 606.21 91.800 M | 32.64000 2996.35| |
GUARDRAIL TYPE 3B - 4.5 M RADIUS OR LES | | |
0360 606.265 12.000 EA | 29.70000 356.40| |
TERMINAL END - SINGLE RAIL - GALVANIZED | | |
STEEL | | |
LETTING DATE : 05/16/01 MAINE DEPARTMENT OF TRANSPORTATION DATE : 12/05/01
PAGE : 8
LOCATION : AUGUSTA TABULATION OF BIDS
SIDNEY
WATERVILLE CONTRACT ID : 008685.00
=========
====================================================================================================================================
|( 4 ) 000014 |( ) |( )
|FARRIN BROS. & SMITH, INC. | |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0370 606.35 155.000 EA | 30.00000 4650.00| |
GUARDRAIL DELINEATOR POST | | |
0380 606.367 20.000 EA | 30.00000 600.00| |
REPLACE UNUSABLE EXISTING GUARDRAIL | | |
POSTS | | |
0390 606.47 100.000 EA | 25.00000 2500.00| |
SINGLE WOOD POST | | |
0400 606.611 24.400 M | 79.00000 1927.60| |
TIMBER GUARDRAIL | | |
0410 606.752 31.000 EA | 1500.00000 46500.00| |
WIDEN SHOULDER FOR MODIFIED ECCENTRIC | | |
LOADER TERMINAL | | |
0420 606.76 32.000 EA | 997.50000 31920.00| |
MODIFIED ECCENTRIC LOADER TERMINAL | | |
0430 608.46 815.000 M2 | 30.00000 24450.00| |
REGRADING SIDEWALK | | |
0440 609.31 3175.000 M | 11.50000 36512.50| |
CURB TYPE 3 | | |
0450 610.08 200.000 M3 | 80.00000 16000.00| |
PLAIN RIPRAP | | |
0460 610.18 410.000 M3 | 65.00000 26650.00| |
STONE DITCH PROTECTION | | |
0470 613.319 27440.000 M2 | 3.00000 82320.00| |
TEMPORARY EROSION CONTROL BLANKET | | |
0480 617.37 100.000 M3 | 35.00000 3500.00| |
WOODWASTE MULCH | | |
0490 618.1401 1545.000 UN | 16.00000 24720.00| |
SEEDING METHOD NUMBER 2 - PLAN QUANTITY | | |
0500 619.1201 1545.000 UN | 7.00000 10815.00| |
MULCH - PLAN QUANTITY | | |
0510 620.58 1815.000 M2 | 4.00000 7260.00| |
EROSION CONTROL GEOTEXTILE | | |
0520 621.273 40.000 EA | 650.00000 26000.00| |
LARGE DECIDUOUS TREE (50 MM - 65 MM | | |
CALIPER) GROUP A | | |
0530 627.75 115.000 M2 | 21.52000 2474.80| |
WHITE OR YELLOW PAVEMENT AND CURB | | |
MARKING | | |
0540 627.76 LUMP| 4000.00000 4000.00| |
TEMPORARY PAVEMENT MARKING LINE, WHITE | | |
OR YELLOW | | |
LETTING DATE : 05/16/01 MAINE DEPARTMENT OF TRANSPORTATION DATE : 12/05/01
PAGE : 9
LOCATION : AUGUSTA TABULATION OF BIDS
SIDNEY
WATERVILLE CONTRACT ID : 008685.00
=========
====================================================================================================================================
|( 4 ) 000014 |( ) |( )
|FARRIN BROS. & SMITH, INC. | |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0550 629.05 125.000 MH | 35.00000 4375.00| |
HAND LABOR, STRAIGHT TIME | | |
0560 631.12 125.000 HR | 100.00000 12500.00| |
ALL PURPOSE EXCAVATOR (INCLUDING | | |
OPERATOR) | | |
0570 631.172 175.000 HR | 45.00000 7875.00| |
TRUCK - LARGE (INCLUDING OPERATOR) | | |
0580 631.18 25.000 HR | 40.00000 1000.00| |
CHAIN SAW RENTAL (INCLUDING OPERATOR) | | |
0590 631.20 100.000 HR | 175.00000 17500.00| |
STUMP CHIPPER (INCLUDING OPERATOR) | | |
0600 631.32 80.000 HR | 175.00000 14000.00| |
CULVERT CLEANER (INCLUDING OPERATOR) | | |
0610 639.18 1.000 EA | 7000.00000 7000.00| |
FIELD OFFICE TYPE A | | |
0620 645.280 21.000 EA | 125.00000 2625.00| |
WOOD POST | | |
0630 652.31 50.000 EA | 40.00000 2000.00| |
TYPE I BARRICADE | | |
0640 652.33 200.000 EA | 40.00000 8000.00| |
DRUM | | |
0650 652.34 380.000 EA | 20.00000 7600.00| |
CONE | | |
0660 652.35 350.000 M2 | 90.00000 31500.00| |
CONSTRUCTION SIGNS | | |
0670 652.36 212.000 CD | 50.00000 10600.00| |
MAINTENANCE OF TRAFFIC CONTROL DEVICES | | |
0680 652.38 9120.000 MH | 15.00000 136800.00| |
FLAGGER | | |
0690 656.75 LUMP| 30000.00000 30000.00| |
TEMPORARY SOIL EROSION AND WATER | | |
POLLUTION CONTROL | | |
0700 659.10 LUMP| 417900.00000 417900.00| |
MOBILIZATION | | |
0710 660.21 3000.000 MH | 10.00000 30000.00| |
ON-THE-JOB TRAINING (BID) | | |
SECTION TOTALS | $ 4,099,666.91| $ 0.00| $ 0.00
------------------------------------------+----------------------------+----------------------------+-------------------------------
CONTRACT TOTALS | $ 4,099,666.91| $ 0.00| $
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