Skip Maine state header navigation
LETTING DATUNKNOWN14/01 MAINE DEPARTMENT OF TRANSPORTATION DATE : 12/06/01
PAGE : 1
LOCATION : TABULATION OF BIDS
CONTRACT ID : 009194.00
=========
COMPLETION DATE : 09/27/02
PROJECT(S): STP-9194(00)X COUNTIE(S) : PENOBSCOT MAINE STATE DEPTARTMENT OF TRANSPORTATION
A TRUE COPY : __________________________
TITLE : __________________________
CONTRACT DESCRIPTION : CHIP ATTEST : _______________________________
NOTARY PUBLIC
--------------------------------------------------------------------------------------------------------------------------
TOTAL % OVER
RANK VENDOR NO./NAME BID LOW BID
--------------------------------------------------------------------------------------------------------------------------
1 000022 THE LANE CONSTRUCTION CORP. $ 1,214,241.60 100.0000%
2 000304 LOU SILVER INC. $ 1,310,205.68 107.9032%
3 000010 THOMAS DICENZO, INC. $ 1,316,797.27 108.4461%
4 000014 FARRIN BROS. & SMITH, INC. $ 1,333,333.33 109.8079%
5 000855 BRIDGECORP $ 1,484,417.62 122.2506%
====================================================================================================================================
|( 1 ) 000022 |( 2 ) 000304 |( 3 ) 000010
|THE LANE CONSTRUCTION CORP. |LOU SILVER INC. |THOMAS DICENZO, 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 10.000 EA | 370.00000 3700.00| 400.00000 4000.00| 500.00000 5000.00
REMOVING SINGLE TREE TOP ONLY | | |
0020 201.24 6.000 EA | 150.00000 900.00| 150.00000 900.00| 150.00000 900.00
REMOVING STUMP | | |
0030 202.20 35000.000 M2 | 2.85000 99750.00| 3.70000 129500.00| 2.00000 70000.00
REMOVING BITUMINOUS CONCRETE PAVEMENT | | |
0040 202.203 425.000 M2 | 15.00000 6375.00| 15.00000 6375.00| 20.00000 8500.00
PAVEMENT BUTT JOINTS | | |
0050 203.20 5940.000 M3 | 8.00000 47520.00| 11.70000 69498.00| 15.00000 89100.00
COMMON EXCAVATION | | |
0060 203.202 2232.000 M | 7.00000 15624.00| 10.85000 24217.20| 10.00000 22320.00
INSLOPE EXCAVATION | | |
0070 203.2026 44.000 M | 11.00000 484.00| 12.25000 539.00| 30.00000 1320.00
INSLOPE EXCAVATION, GUARDRAIL, PLAN | | |
QUANTITY | | |
0080 203.203 3693.000 M | 9.00000 33237.00| 11.20000 41361.60| 8.00000 29544.00
DITCH EXCAVATION | | |
0090 204.41 210.000 M2 | 4.50000 945.00| 3.20000 672.00| 10.00000 2100.00
REHABILITATION OF EXISTING SHOULDERS, | | |
PLAN QUANTITY | | |
LETTING DATE : 11/14/01 MAINE DEPARTMENT OF TRANSPORTATION DATE : 12/06/01
PAGE : 2
LOCATION : TABULATION OF BIDS
CONTRACT ID : 009194.00
=========
====================================================================================================================================
|( 1 ) 000022 |( 2 ) 000304 |( 3 ) 000010
|THE LANE CONSTRUCTION CORP. |LOU SILVER INC. |THOMAS DICENZO, INC.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0100 304.103 3140.000 M3 | 15.00000 47100.00| 17.80000 55892.00| 12.00000 37680.00
AGGREGATE SUBBASE - GRAVEL (TRUCK | | |
MEASURE) | | |
0110 304.104 2820.000 M3 | 15.00000 42300.00| 17.25000 48645.00| 16.00000 45120.00
AGGREGATE SUBBASE COURSE - GRAVEL (PLAN | | |
QUANTITY) | | |
0120 307.50 43340.000 M2 | 4.10000 177694.00| 4.10000 177694.00| 4.50000 195030.00
PLANT MIX RECYCLED ASPHALT PAVEMENT | | |
0130 403.207 5100.000 MG | 36.00000 183600.00| 42.00000 214200.00| 41.00000 209100.00
HOT MIX ASPHALT 19.0 MM NOMINAL MAX SIZ | | |
0140 403.209 160.000 MG | 85.00000 13600.00| 85.00000 13600.00| 100.00000 16000.00
HOT MIX ASPHALT 9.5 MM(SIDEWALKS,DRIVES | | |
INCIDENTAL ) | | |
0150 403.210 3300.000 MG | 38.00000 125400.00| 38.00000 125400.00| 41.00000 135300.00
HOT MIX ASPHALT 9.5 MM NOMINAL MAX SIZE | | |
0160 403.211 85.000 MG | 46.00000 3910.00| 46.00000 3910.00| 41.00000 3485.00
HOT MIX ASPHALT (SHIM) | | |
0170 409.15 265.000 L | 1.20000 318.00| 1.20000 318.00| 1.25000 331.25
BITUMINOUS TACK COAT APPLIED | | |
0180 411.10 50.000 M3 | 40.00000 2000.00| 39.75000 1987.50| 35.00000 1750.00
UNTREATED AGGREGATE SURFACE COURSE | | |
(TRUCK MEASURE) | | |
0190 509.202 15.000 LS | 60000.00000 60000.00| 90000.00000 90000.00| 53600.00000 53600.00
CULVERT SLIPLINING | | |
0200 603.16 94.800 M | 97.00000 9195.60| 92.85000 8802.18| 95.00000 9006.00
375 MM CULVERT PIPE OPTION I | | |
0210 603.179 63.000 M | 210.00000 13230.00| 140.00000 8820.00| 150.00000 9450.00
450 MM CULVERT PIPE OPTION III | | |
0220 603.7318 30.000 M | 210.00000 6300.00| 86.75000 2602.50| 150.00000 4500.00
REMOVE & RELAY 450 MM METAL PIPE | | |
0230 604.092 1.000 EA | 2000.00000 2000.00| 1800.00000 1800.00| 1800.00000 1800.00
CATCH BASIN TYPE B1-C | | |
0240 605.09 81.000 M | 75.00000 6075.00| 61.65000 4993.65| 70.00000 5670.00
150 MM UNDERDRAIN TYPE B | | |
0250 605.10 3.000 M | 75.00000 225.00| 61.65000 184.95| 71.00000 213.00
150 MM UNDERDRAIN OUTLET | | |
0260 606.17 259.240 M | 29.00000 7517.96| 28.00000 7258.72| 30.62000 7937.93
GUARDRAIL TYPE 3B - SINGLE RAIL | | |
0270 606.1722 2.000 EA | 405.00000 810.00| 550.00000 1100.00| 605.00000 1210.00
BRIDGE TRANSITION - TYPE 2 | | |
0280 606.21 34.860 M | 34.00000 1185.24| 33.00000 1150.38| 36.05000 1256.70
GUARDRAIL TYPE 3B - 4.5 M RADIUS OR LES | | |
LETTING DATE : 11/14/01 MAINE DEPARTMENT OF TRANSPORTATION DATE : 12/06/01
PAGE : 3
LOCATION : TABULATION OF BIDS
CONTRACT ID : 009194.00
=========
====================================================================================================================================
|( 1 ) 000022 |( 2 ) 000304 |( 3 ) 000010
|THE LANE CONSTRUCTION CORP. |LOU SILVER INC. |THOMAS DICENZO, INC.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0290 606.265 6.000 EA | 30.00000 180.00| 35.00000 210.00| 38.50000 231.00
TERMINAL END - SINGLE RAIL - GALVANIZED | | |
STEEL | | |
0300 606.35 10.000 EA | 30.00000 300.00| 30.00000 300.00| 33.00000 330.00
GUARDRAIL DELINEATOR POST | | |
0310 606.351 5.000 EA | 15.00000 75.00| 10.00000 50.00| 11.00000 55.00
REMOVE AND RESET GUARDRAIL DELINEATOR | | |
POSTS | | |
0320 606.361 267.390 M | 12.00000 3208.68| 20.00000 5347.80| 31.65000 8462.89
GUARDRAIL REMOVE AND RESET TYPE 3B | | |
0330 606.47 40.000 EA | 35.00000 1400.00| 25.00000 1000.00| 27.50000 1100.00
SINGLE WOOD POST | | |
0340 606.752 7.000 EA | 700.00000 4900.00| 1000.00000 7000.00| 800.00000 5600.00
WIDEN SHOULDER FOR MODIFIED ECCENTRIC | | |
LOADER TERMINAL | | |
0350 606.76 7.000 EA | 1056.25000 7393.75| 1155.00000 8085.00| 1270.50000 8893.50
MODIFIED ECCENTRIC LOADER TERMINAL | | |
0360 609.31 1730.000 M | 15.00000 25950.00| 12.00000 20760.00| 15.00000 25950.00
CURB TYPE 3 | | |
0370 610.08 69.000 M3 | 60.00000 4140.00| 48.25000 3329.25| 60.00000 4140.00
PLAIN RIPRAP | | |
0380 610.18 65.000 M3 | 60.00000 3900.00| 48.25000 3136.25| 60.00000 3900.00
STONE DITCH PROTECTION | | |
0390 613.319 6816.000 M2 | 2.00000 13632.00| 1.40000 9542.40| 2.00000 13632.00
TEMPORARY EROSION CONTROL BLANKET | | |
0400 615.0701 70.000 M3 | 30.00000 2100.00| 30.50000 2135.00| 45.00000 3150.00
LOAM - PLAN QUANTITY | | |
0410 617.381 200.000 M3 | 47.50000 9500.00| 35.00000 7000.00| 10.00000 2000.00
WOOD WASTE EROSION CONTROL MIX | | |
0420 618.1301 7.000 UN | 13.47000 94.29| 13.50000 94.50| 15.00000 105.00
SEEDING METHOD NUMBER 1 - PLAN QUANTITY | | |
0430 618.1401 264.000 UN | 13.47000 3556.08| 15.00000 3960.00| 15.00000 3960.00
SEEDING METHOD NUMBER 2 - PLAN QUANTITY | | |
0440 619.1201 271.000 UN | 6.00000 1626.00| 15.00000 4065.00| 7.00000 1897.00
MULCH - PLAN QUANTITY | | |
0450 620.58 370.000 M2 | 4.00000 1480.00| 3.00000 1110.00| 3.00000 1110.00
EROSION CONTROL GEOTEXTILE | | |
0460 627.75 3.000 M2 | 323.00000 969.00| 323.00000 969.00| 340.00000 1020.00
WHITE OR YELLOW PAVEMENT AND CURB | | |
MARKING | | |
0470 627.76 LUMP| 5000.00000 5000.00| 8000.00000 8000.00| 8400.00000 8400.00
TEMPORARY PAVEMENT MARKING LINE, WHITE | | |
OR YELLOW | | |
LETTING DATE : 11/14/01 MAINE DEPARTMENT OF TRANSPORTATION DATE : 12/06/01
PAGE : 4
LOCATION : TABULATION OF BIDS
CONTRACT ID : 009194.00
=========
====================================================================================================================================
|( 1 ) 000022 |( 2 ) 000304 |( 3 ) 000010
|THE LANE CONSTRUCTION CORP. |LOU SILVER INC. |THOMAS DICENZO, INC.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0480 629.05 40.000 MH | 20.00000 800.00| 19.75000 790.00| 25.00000 1000.00
HAND LABOR, STRAIGHT TIME | | |
0490 631.10 10.000 HR | 42.00000 420.00| 35.50000 355.00| 25.00000 250.00
AIR COMPRESSOR (INCLUDING OPERATOR) | | |
0500 631.11 10.000 HR | 15.00000 150.00| 19.60000 196.00| 25.00000 250.00
AIR TOOL (INCLUDING OPERATOR) | | |
0510 631.12 70.000 HR | 80.00000 5600.00| 78.00000 5460.00| 85.00000 5950.00
ALL PURPOSE EXCAVATOR (INCLUDING | | |
OPERATOR) | | |
0520 631.14 40.000 HR | 85.00000 3400.00| 68.00000 2720.00| 85.00000 3400.00
GRADER (INCLUDING OPERATOR) | | |
0530 631.172 40.000 HR | 40.00000 1600.00| 45.00000 1800.00| 45.00000 1800.00
TRUCK - LARGE (INCLUDING OPERATOR) | | |
0540 631.18 50.000 HR | 25.00000 1250.00| 24.50000 1225.00| 30.00000 1500.00
CHAIN SAW RENTAL (INCLUDING OPERATOR) | | |
0550 631.20 30.000 HR | 111.00000 3330.00| 130.00000 3900.00| 150.00000 4500.00
STUMP CHIPPER (INCLUDING OPERATOR) | | |
0560 631.32 40.000 HR | 110.00000 4400.00| 130.00000 5200.00| 150.00000 6000.00
CULVERT CLEANER (INCLUDING OPERATOR) | | |
0570 637.071 LUMP| 4000.00000 4000.00| 7350.00000 7350.00| 10000.00000 10000.00
DUST CONTROL | | |
0580 639.18 1.000 EA | 5000.00000 5000.00| 6000.00000 6000.00| 8000.00000 8000.00
FIELD OFFICE TYPE A | | |
0590 639.21 LUMP| 3000.00000 3000.00| 7000.00000 7000.00| 3000.00000 3000.00
TESTING FACILITIES SOILS | | |
0600 652.33 46.000 EA | 35.00000 1610.00| 65.00000 2990.00| 50.00000 2300.00
DRUM | | |
0610 652.34 216.000 EA | 12.00000 2592.00| 15.00000 3240.00| 12.00000 2592.00
CONE | | |
0620 652.35 111.000 M2 | 95.00000 10545.00| 95.00000 10545.00| 90.00000 9990.00
CONSTRUCTION SIGNS | | |
0630 652.36 225.000 CD | 100.00000 22500.00| 25.00000 5625.00| 60.00000 13500.00
MAINTENANCE OF TRAFFIC CONTROL DEVICES | | |
0640 652.38 3030.000 MH | 14.00000 42420.00| 13.00000 39390.00| 13.50000 40905.00
FLAGGER | | |
0650 656.75 LUMP| 25000.00000 25000.00| 32750.00000 32750.00| 25000.00000 25000.00
TEMPORARY SOIL EROSION AND WATER | | |
POLLUTION CONTROL | | |
0660 658.20 5.600 M2 | 40.00000 224.00| 120.00000 672.00| 125.00000 700.00
ACRYLIC LATEX COLOR FINISH, GREEN | | |
0670 659.10 LUMP| 75000.00000 75000.00| 40231.80000 40231.80| 100000.00000 100000.00
MOBILIZATION | | |
LETTING DATE : 11/14/01 MAINE DEPARTMENT OF TRANSPORTATION DATE : 12/06/01
PAGE : 5
LOCATION : TABULATION OF BIDS
CONTRACT ID : 009194.00
=========
====================================================================================================================================
|( 1 ) 000022 |( 2 ) 000304 |( 3 ) 000010
|THE LANE CONSTRUCTION CORP. |LOU SILVER INC. |THOMAS DICENZO, INC.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0680 660.21 1000.000 MH | 1.00000 1000.00| 1.25000 1250.00| 15.00000 15000.00
ON-THE-JOB TRAINING (BID) | | |
SECTION TOTALS | $ 1,214,241.60| $ 1,310,205.68| $ 1,316,797.27
------------------------------------------+----------------------------+----------------------------+-------------------------------
CONTRACT TOTALS | $ 1,214,241.60| $ 1,310,205.68| $ 1,316,797.27
====================================================================================================================================
LETTING DATE : 11/14/01 MAINE DEPARTMENT OF TRANSPORTATION DATE : 12/06/01
PAGE : 6
LOCATION : TABULATION OF BIDS
CONTRACT ID : 009194.00
=========
====================================================================================================================================
|( 4 ) 000014 |( 5 ) 000855 |( )
|FARRIN BROS. & SMITH, INC. |BRIDGECORP |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0001 HIGHWAY ITEMS
| | |
0010 201.23 10.000 EA | 500.00000 5000.00| 400.00000 4000.00|
REMOVING SINGLE TREE TOP ONLY | | |
0020 201.24 6.000 EA | 300.00000 1800.00| 125.00000 750.00|
REMOVING STUMP | | |
0030 202.20 35000.000 M2 | 4.50000 157500.00| 3.00000 105000.00|
REMOVING BITUMINOUS CONCRETE PAVEMENT | | |
0040 202.203 425.000 M2 | 15.00000 6375.00| 12.50000 5312.50|
PAVEMENT BUTT JOINTS | | |
0050 203.20 5940.000 M3 | 12.00000 71280.00| 11.00000 65340.00|
COMMON EXCAVATION | | |
0060 203.202 2232.000 M | 10.00000 22320.00| 8.00000 17856.00|
INSLOPE EXCAVATION | | |
0070 203.2026 44.000 M | 20.00000 880.00| 11.50000 506.00|
INSLOPE EXCAVATION, GUARDRAIL, PLAN | | |
QUANTITY | | |
0080 203.203 3693.000 M | 17.00000 62781.00| 13.00000 48009.00|
DITCH EXCAVATION | | |
0090 204.41 210.000 M2 | 5.00000 1050.00| 6.00000 1260.00|
REHABILITATION OF EXISTING SHOULDERS, | | |
PLAN QUANTITY | | |
0100 304.103 3140.000 M3 | 17.00000 53380.00| 20.00000 62800.00|
AGGREGATE SUBBASE - GRAVEL (TRUCK | | |
MEASURE) | | |
0110 304.104 2820.000 M3 | 18.00000 50760.00| 16.00000 45120.00|
AGGREGATE SUBBASE COURSE - GRAVEL (PLAN | | |
QUANTITY) | | |
0120 307.50 43340.000 M2 | 4.10000 177694.00| 5.00000 216700.00|
PLANT MIX RECYCLED ASPHALT PAVEMENT | | |
0130 403.207 5100.000 MG | 36.00000 183600.00| 37.00000 188700.00|
HOT MIX ASPHALT 19.0 MM NOMINAL MAX SIZ | | |
0140 403.209 160.000 MG | 85.00000 13600.00| 120.00000 19200.00|
HOT MIX ASPHALT 9.5 MM(SIDEWALKS,DRIVES | | |
INCIDENTAL ) | | |
0150 403.210 3300.000 MG | 38.00000 125400.00| 37.50000 123750.00|
HOT MIX ASPHALT 9.5 MM NOMINAL MAX SIZE | | |
0160 403.211 85.000 MG | 46.00000 3910.00| 55.00000 4675.00|
HOT MIX ASPHALT (SHIM) | | |
0170 409.15 265.000 L | 1.20000 318.00| 1.50000 397.50|
BITUMINOUS TACK COAT APPLIED | | |
LETTING DATE : 11/14/01 MAINE DEPARTMENT OF TRANSPORTATION DATE : 12/06/01
PAGE : 7
LOCATION : TABULATION OF BIDS
CONTRACT ID : 009194.00
=========
====================================================================================================================================
|( 4 ) 000014 |( 5 ) 000855 |( )
|FARRIN BROS. & SMITH, INC. |BRIDGECORP |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0180 411.10 50.000 M3 | 40.00000 2000.00| 75.00000 3750.00|
UNTREATED AGGREGATE SURFACE COURSE | | |
(TRUCK MEASURE) | | |
0190 509.202 15.000 LS | 40758.00000 40758.00| 75000.00000 75000.00|
CULVERT SLIPLINING | | |
0200 603.16 94.800 M | 90.00000 8532.00| 65.00000 6162.00|
375 MM CULVERT PIPE OPTION I | | |
0210 603.179 63.000 M | 185.00000 11655.00| 140.00000 8820.00|
450 MM CULVERT PIPE OPTION III | | |
0220 603.7318 30.000 M | 185.00000 5550.00| 100.00000 3000.00|
REMOVE & RELAY 450 MM METAL PIPE | | |
0230 604.092 1.000 EA | 2000.00000 2000.00| 2000.00000 2000.00|
CATCH BASIN TYPE B1-C | | |
0240 605.09 81.000 M | 60.00000 4860.00| 60.00000 4860.00|
150 MM UNDERDRAIN TYPE B | | |
0250 605.10 3.000 M | 50.00000 150.00| 45.00000 135.00|
150 MM UNDERDRAIN OUTLET | | |
0260 606.17 259.240 M | 27.84000 7217.24| 36.00000 9332.64|
GUARDRAIL TYPE 3B - SINGLE RAIL | | |
0270 606.1722 2.000 EA | 550.00000 1100.00| 820.00000 1640.00|
BRIDGE TRANSITION - TYPE 2 | | |
0280 606.21 34.860 M | 32.77000 1142.36| 40.00000 1394.40|
GUARDRAIL TYPE 3B - 4.5 M RADIUS OR LES | | |
0290 606.265 6.000 EA | 35.00000 210.00| 60.00000 360.00|
TERMINAL END - SINGLE RAIL - GALVANIZED | | |
STEEL | | |
0300 606.35 10.000 EA | 30.00000 300.00| 30.00000 300.00|
GUARDRAIL DELINEATOR POST | | |
0310 606.351 5.000 EA | 10.00000 50.00| 12.00000 60.00|
REMOVE AND RESET GUARDRAIL DELINEATOR | | |
POSTS | | |
0320 606.361 267.390 M | 19.68000 5262.24| 22.00000 5882.58|
GUARDRAIL REMOVE AND RESET TYPE 3B | | |
0330 606.47 40.000 EA | 25.00000 1000.00| 41.00000 1640.00|
SINGLE WOOD POST | | |
0340 606.752 7.000 EA | 1000.00000 7000.00| 1200.00000 8400.00|
WIDEN SHOULDER FOR MODIFIED ECCENTRIC | | |
LOADER TERMINAL | | |
0350 606.76 7.000 EA | 1155.00000 8085.00| 1550.00000 10850.00|
MODIFIED ECCENTRIC LOADER TERMINAL | | |
0360 609.31 1730.000 M | 15.00000 25950.00| 18.00000 31140.00|
CURB TYPE 3 | | |
LETTING DATE : 11/14/01 MAINE DEPARTMENT OF TRANSPORTATION DATE : 12/06/01
PAGE : 8
LOCATION : TABULATION OF BIDS
CONTRACT ID : 009194.00
=========
====================================================================================================================================
|( 4 ) 000014 |( 5 ) 000855 |( )
|FARRIN BROS. & SMITH, INC. |BRIDGECORP |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0370 610.08 69.000 M3 | 60.00000 4140.00| 95.00000 6555.00|
PLAIN RIPRAP | | |
0380 610.18 65.000 M3 | 55.00000 3575.00| 65.00000 4225.00|
STONE DITCH PROTECTION | | |
0390 613.319 6816.000 M2 | 1.75000 11928.00| 2.00000 13632.00|
TEMPORARY EROSION CONTROL BLANKET | | |
0400 615.0701 70.000 M3 | 30.00000 2100.00| 60.00000 4200.00|
LOAM - PLAN QUANTITY | | |
0410 617.381 200.000 M3 | 40.00000 8000.00| 35.00000 7000.00|
WOOD WASTE EROSION CONTROL MIX | | |
0420 618.1301 7.000 UN | 13.50000 94.50| 18.00000 126.00|
SEEDING METHOD NUMBER 1 - PLAN QUANTITY | | |
0430 618.1401 264.000 UN | 13.50000 3564.00| 18.00000 4752.00|
SEEDING METHOD NUMBER 2 - PLAN QUANTITY | | |
0440 619.1201 271.000 UN | 6.00000 1626.00| 10.00000 2710.00|
MULCH - PLAN QUANTITY | | |
0450 620.58 370.000 M2 | 3.00000 1110.00| 3.00000 1110.00|
EROSION CONTROL GEOTEXTILE | | |
0460 627.75 3.000 M2 | 323.00000 969.00| 400.00000 1200.00|
WHITE OR YELLOW PAVEMENT AND CURB | | |
MARKING | | |
0470 627.76 LUMP| 3500.00000 3500.00| 8000.00000 8000.00|
TEMPORARY PAVEMENT MARKING LINE, WHITE | | |
OR YELLOW | | |
0480 629.05 40.000 MH | 25.00000 1000.00| 20.00000 800.00|
HAND LABOR, STRAIGHT TIME | | |
0490 631.10 10.000 HR | 25.00000 250.00| 41.00000 410.00|
AIR COMPRESSOR (INCLUDING OPERATOR) | | |
0500 631.11 10.000 HR | 25.00000 250.00| 25.00000 250.00|
AIR TOOL (INCLUDING OPERATOR) | | |
0510 631.12 70.000 HR | 85.00000 5950.00| 100.00000 7000.00|
ALL PURPOSE EXCAVATOR (INCLUDING | | |
OPERATOR) | | |
0520 631.14 40.000 HR | 85.00000 3400.00| 100.00000 4000.00|
GRADER (INCLUDING OPERATOR) | | |
0530 631.172 40.000 HR | 45.00000 1800.00| 45.00000 1800.00|
TRUCK - LARGE (INCLUDING OPERATOR) | | |
0540 631.18 50.000 HR | 35.00000 1750.00| 30.00000 1500.00|
CHAIN SAW RENTAL (INCLUDING OPERATOR) | | |
0550 631.20 30.000 HR | 150.00000 4500.00| 120.00000 3600.00|
STUMP CHIPPER (INCLUDING OPERATOR) | | |
LETTING DATE : 11/14/01 MAINE DEPARTMENT OF TRANSPORTATION DATE : 12/06/01
PAGE : 9
LOCATION : TABULATION OF BIDS
CONTRACT ID : 009194.00
=========
====================================================================================================================================
|( 4 ) 000014 |( 5 ) 000855 |( )
|FARRIN BROS. & SMITH, INC. |BRIDGECORP |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0560 631.32 40.000 HR | 150.00000 6000.00| 180.00000 7200.00|
CULVERT CLEANER (INCLUDING OPERATOR) | | |
0570 637.071 LUMP| 15000.00000 15000.00| 12000.00000 12000.00|
DUST CONTROL | | |
0580 639.18 1.000 EA | 6500.00000 6500.00| 7500.00000 7500.00|
FIELD OFFICE TYPE A | | |
0590 639.21 LUMP| 1000.00000 1000.00| 1000.00000 1000.00|
TESTING FACILITIES SOILS | | |
0600 652.33 46.000 EA | 35.00000 1610.00| 75.00000 3450.00|
DRUM | | |
0610 652.34 216.000 EA | 10.00000 2160.00| 20.00000 4320.00|
CONE | | |
0620 652.35 111.000 M2 | 85.00000 9435.00| 65.00000 7215.00|
CONSTRUCTION SIGNS | | |
0630 652.36 225.000 CD | 40.00000 9000.00| 60.00000 13500.00|
MAINTENANCE OF TRAFFIC CONTROL DEVICES | | |
0640 652.38 3030.000 MH | 14.50000 43935.00| 14.00000 42420.00|
FLAGGER | | |
0650 656.75 LUMP| 20000.00000 20000.00| 40000.00000 40000.00|
TEMPORARY SOIL EROSION AND WATER | | |
POLLUTION CONTROL | | |
0660 658.20 5.600 M2 | 118.00000 660.80| 150.00000 840.00|
ACRYLIC LATEX COLOR FINISH, GREEN | | |
0670 659.10 LUMP| 87056.19000 87056.19| 187000.00000 187000.00|
MOBILIZATION | | |
0680 660.21 1000.000 MH | 1.00000 1000.00| 1.00000 1000.00|
ON-THE-JOB TRAINING (BID) | | |
SECTION TOTALS | $ 1,333,333.33| $ 1,484,417.62| $ 0.00
------------------------------------------+----------------------------+----------------------------+-------------------------------
CONTRACT TOTALS | $ 1,333,333.33| $ 1,484,417.62| $
====================================================================================================================================