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LETTING DATE : 08/01/01 MAINE DEPARTMENT OF TRANSPORTATION DATE : 12/06/01
PAGE : 1
LOCATION : FARMINGTON TABULATION OF BIDS
JAY
WILTON CONTRACT ID : 009181.00
=========
COMPLETION DATE : 06/29/02
PROJECT(S): STP-9181(00)X COUNTIE(S) : FRANKLIN 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 000059 PIKE INDUSTRIES, INC. $ 1,497,798.84 100.0000%
2 000403 PRATT & SONS INC. $ 1,584,170.45 105.7666%
3 000272 A & V CONSTRUCTION, CORP. $ 1,654,051.50 110.4322%
4 000014 FARRIN BROS. & SMITH, INC. $ 1,666,666.66 111.2744%
5 000855 BRIDGECORP $ 1,757,321.85 117.3270%
6 000529 BARRETT PAVING MATERIALS, INC. $ 1,997,735.22 133.3781%
====================================================================================================================================
|( 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 HIGHWAY ITEMS
| | |
0010 201.11 0.489 HA | 5000.00000 2445.00| 17500.00000 8557.50| 8000.00000 3912.00
CLEARING | | |
0020 201.23 6.000 EA | 650.00000 3900.00| 475.00000 2850.00| 500.00000 3000.00
REMOVING SINGLE TREE TOP ONLY | | |
0030 201.24 6.000 EA | 500.00000 3000.00| 250.00000 1500.00| 200.00000 1200.00
REMOVING STUMP | | |
0040 202.202 145.000 M2 | 25.00000 3625.00| 17.00000 2465.00| 9.00000 1305.00
REMOVING PAVEMENT SURFACE | | |
0050 202.203 300.000 M2 | 16.50000 4950.00| 14.00000 4200.00| 9.00000 2700.00
PAVEMENT BUTT JOINTS | | |
0060 203.20 9820.000 M3 | 10.00000 98200.00| 7.75000 76105.00| 9.00000 88380.00
COMMON EXCAVATION | | |
0070 203.202 2817.000 M | 7.50000 21127.50| 3.80000 10704.60| 7.00000 19719.00
INSLOPE EXCAVATION | | |
0080 203.203 6527.000 M | 8.00000 52216.00| 11.50000 75060.50| 15.00000 97905.00
DITCH EXCAVATION | | |
0090 203.21 450.000 M3 | 45.70000 20565.00| 50.00000 22500.00| 55.00000 24750.00
ROCK EXCAVATION | | |
0100 203.25 50.000 M3 | 25.00000 1250.00| 35.00000 1750.00| 30.00000 1500.00
GRANULAR BORROW | | |
LETTING DATE : 08/01/01 MAINE DEPARTMENT OF TRANSPORTATION DATE : 12/06/01
PAGE : 2
LOCATION : FARMINGTON TABULATION OF BIDS
JAY
WILTON CONTRACT ID : 009181.00
=========
====================================================================================================================================
|( 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 204.41 1413.000 M2 | 3.10000 4380.30| 4.65000 6570.45| 5.00000 7065.00
REHABILITATION OF EXISTING SHOULDERS, | | |
PLAN QUANTITY | | |
0120 304.104 13100.000 M3 | 17.00000 222700.00| 19.10000 250210.00| 15.00000 196500.00
AGGREGATE SUBBASE COURSE - GRAVEL (PLAN | | |
QUANTITY) | | |
0130 307.32 38350.000 M2 | 1.21000 46403.50| 1.60000 61360.00| 3.00000 115050.00
COLD IN-PLACE RECYCLED MATERIAL | | |
(UNTREATED) TRAVELWAY | | |
0140 403.207 6400.000 MG | 33.70000 215680.00| 34.80000 222720.00| 35.70000 228480.00
HOT MIX ASPHALT 19.0 MM NOMINAL MAX SIZ | | |
0150 403.208 6050.000 MG | 33.50000 202675.00| 34.60000 209330.00| 35.95000 217497.50
HOT MIX ASPHALT 12.5 MM NOMINAL MAX SIZ | | |
0160 403.209 95.000 MG | 80.00000 7600.00| 84.00000 7980.00| 79.00000 7505.00
HOT MIX ASPHALT 9.5 MM(SIDEWALKS,DRIVES | | |
INCIDENTAL ) | | |
0170 403.211 380.000 MG | 35.75000 13585.00| 37.00000 14060.00| 39.90000 15162.00
HOT MIX ASPHALT (SHIM) | | |
0180 409.15 390.000 L | 0.80000 312.00| 0.90000 351.00| 3.00000 1170.00
BITUMINOUS TACK COAT APPLIED | | |
0190 411.10 200.000 M3 | 39.05000 7810.00| 58.00000 11600.00| 30.00000 6000.00
UNTREATED AGGREGATE SURFACE COURSE | | |
(TRUCK MEASURE) | | |
0200 603.16 262.000 M | 71.90000 18837.80| 72.00000 18864.00| 85.00000 22270.00
375 MM CULVERT PIPE OPTION I | | |
0210 603.169 28.000 M | 81.90000 2293.20| 142.00000 3976.00| 140.00000 3920.00
375 MM CULVERT PIPE OPTION III | | |
0220 603.17 55.000 M | 89.85000 4941.75| 49.00000 2695.00| 95.00000 5225.00
450 MM CULVERT PIPE OPTION I | | |
0230 603.179 42.000 M | 195.60000 8215.20| 310.00000 13020.00| 155.00000 6510.00
450 MM CULVERT PIPE OPTION III | | |
0240 603.199 35.000 M | 214.50000 7507.50| 286.00000 10010.00| 185.00000 6475.00
600 MM CULVERT PIPE OPTION III | | |
0250 603.229 23.000 M | 497.35000 11439.05| 325.00000 7475.00| 400.00000 9200.00
1050 MM CULVERT PIPE OPTION III | | |
0260 604.18 2.000 EA | 250.00000 500.00| 370.00000 740.00| 500.00000 1000.00
ADJUSTING MANHOLE OR CATCH BASIN TO | | |
GRADE | | |
0270 604.182 2.000 EA | 150.00000 300.00| 65.00000 130.00| 275.00000 550.00
CLEAN EXISTING CATCH BASIN AND MANHOLE | | |
0280 605.09 193.000 M | 34.30000 6619.90| 95.00000 18335.00| 60.00000 11580.00
150 MM UNDERDRAIN TYPE B | | |
LETTING DATE : 08/01/01 MAINE DEPARTMENT OF TRANSPORTATION DATE : 12/06/01
PAGE : 3
LOCATION : FARMINGTON TABULATION OF BIDS
JAY
WILTON CONTRACT ID : 009181.00
=========
====================================================================================================================================
|( 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
------------------------------------------+----------------------------+----------------------------+-------------------------------
0290 605.10 12.000 M | 28.30000 339.60| 70.00000 840.00| 55.00000 660.00
150 MM UNDERDRAIN OUTLET | | |
0300 605.13 205.000 M | 58.00000 11890.00| 126.00000 25830.00| 120.00000 24600.00
450 MM UNDERDRAIN TYPE C | | |
0310 606.17 518.000 M | 29.36000 15208.48| 30.30000 15695.40| 40.00000 20720.00
GUARDRAIL TYPE 3B - SINGLE RAIL | | |
0320 606.1722 4.000 EA | 800.00000 3200.00| 825.00000 3300.00| 750.00000 3000.00
BRIDGE TRANSITION - TYPE 2 | | |
0330 606.22 69.000 M | 32.64000 2252.16| 34.00000 2346.00| 45.00000 3105.00
GUARDRAIL TYPE 3B - OVER 4.5 M RADIUS | | |
0340 606.265 9.000 EA | 40.00000 360.00| 42.00000 378.00| 45.00000 405.00
TERMINAL END - SINGLE RAIL - GALVANIZED | | |
STEEL | | |
0350 606.35 49.000 EA | 25.00000 1225.00| 26.00000 1274.00| 28.00000 1372.00
GUARDRAIL DELINEATOR POST | | |
0360 606.47 20.000 EA | 35.00000 700.00| 38.00000 760.00| 35.00000 700.00
SINGLE WOOD POST | | |
0370 606.51 1.000 EA | 200.00000 200.00| 215.00000 215.00| 250.00000 250.00
MULTIPLE MAILBOX SUPPORT | | |
0380 606.752 1.000 EA | 837.50000 837.50| 680.00000 680.00| 1000.00000 1000.00
WIDEN SHOULDER FOR MODIFIED ECCENTRIC | | |
LOADER TERMINAL | | |
0390 606.76 4.000 EA | 1400.00000 5600.00| 1450.00000 5800.00| 1500.00000 6000.00
MODIFIED ECCENTRIC LOADER TERMINAL | | |
0400 607.24 50.000 M | 27.07000 1353.50| 28.00000 1400.00| 25.00000 1250.00
REMOVE AND RESET FENCE | | |
0410 609.31 802.000 M | 8.50000 6817.00| 13.00000 10426.00| 11.00000 8822.00
CURB TYPE 3 | | |
0420 610.08 600.000 M3 | 33.00000 19800.00| 55.00000 33000.00| 50.00000 30000.00
PLAIN RIPRAP | | |
0430 610.18 765.000 M3 | 43.40000 33201.00| 55.00000 42075.00| 50.00000 38250.00
STONE DITCH PROTECTION | | |
0440 613.319 10520.000 M2 | 0.78000 8205.60| 1.60000 16832.00| 2.00000 21040.00
TEMPORARY EROSION CONTROL BLANKET | | |
0450 615.07 610.000 M3 | 47.65000 29066.50| 47.00000 28670.00| 20.00000 12200.00
LOAM | | |
0460 617.381 100.000 M3 | 42.65000 4265.00| 60.00000 6000.00| 50.00000 5000.00
WOOD WASTE EROSION CONTROL MIX | | |
0470 618.1401 521.000 UN | 13.50000 7033.50| 14.00000 7294.00| 20.00000 10420.00
SEEDING METHOD NUMBER 2 - PLAN QUANTITY | | |
0480 619.1201 521.000 UN | 5.50000 2865.50| 6.00000 3126.00| 12.00000 6252.00
MULCH - PLAN QUANTITY | | |
LETTING DATE : 08/01/01 MAINE DEPARTMENT OF TRANSPORTATION DATE : 12/06/01
PAGE : 4
LOCATION : FARMINGTON TABULATION OF BIDS
JAY
WILTON CONTRACT ID : 009181.00
=========
====================================================================================================================================
|( 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 620.58 3510.000 M2 | 0.98000 3439.80| 2.00000 7020.00| 3.50000 12285.00
EROSION CONTROL GEOTEXTILE | | |
0500 627.75 20.000 M2 | 43.00000 860.00| 45.00000 900.00| 43.00000 860.00
WHITE OR YELLOW PAVEMENT AND CURB | | |
MARKING | | |
0510 627.76 LUMP| 10000.00000 10000.00| 7000.00000 7000.00| 8000.00000 8000.00
TEMPORARY PAVEMENT MARKING LINE, WHITE | | |
OR YELLOW | | |
0520 629.05 100.000 MH | 25.00000 2500.00| 34.00000 3400.00| 25.00000 2500.00
HAND LABOR, STRAIGHT TIME | | |
0530 631.10 10.000 HR | 35.00000 350.00| 44.00000 440.00| 40.00000 400.00
AIR COMPRESSOR (INCLUDING OPERATOR) | | |
0540 631.11 10.000 HR | 35.00000 350.00| 44.00000 440.00| 35.00000 350.00
AIR TOOL (INCLUDING OPERATOR) | | |
0550 631.12 100.000 HR | 95.00000 9500.00| 114.00000 11400.00| 100.00000 10000.00
ALL PURPOSE EXCAVATOR (INCLUDING | | |
OPERATOR) | | |
0560 631.132 20.000 HR | 55.00000 1100.00| 70.00000 1400.00| 75.00000 1500.00
SMALL BULLDOZER (INCLUDING OPERATOR) | | |
0570 631.14 30.000 HR | 85.00000 2550.00| 120.00000 3600.00| 90.00000 2700.00
GRADER (INCLUDING OPERATOR) | | |
0580 631.172 100.000 HR | 45.00000 4500.00| 46.00000 4600.00| 40.00000 4000.00
TRUCK - LARGE (INCLUDING OPERATOR) | | |
0590 631.18 10.000 HR | 35.00000 350.00| 38.00000 380.00| 45.00000 450.00
CHAIN SAW RENTAL (INCLUDING OPERATOR) | | |
0600 631.32 20.000 HR | 150.00000 3000.00| 165.00000 3300.00| 100.00000 2000.00
CULVERT CLEANER (INCLUDING OPERATOR) | | |
0610 637.071 LUMP| 25000.00000 25000.00| 6400.00000 6400.00| 25000.00000 25000.00
DUST CONTROL | | |
0620 639.18 1.000 EA | 8500.00000 8500.00| 5500.00000 5500.00| 8000.00000 8000.00
FIELD OFFICE TYPE A | | |
0630 652.31 10.000 EA | 50.00000 500.00| 57.00000 570.00| 55.00000 550.00
TYPE I BARRICADE | | |
0640 652.33 50.000 EA | 50.00000 2500.00| 74.00000 3700.00| 55.00000 2750.00
DRUM | | |
0650 652.34 100.000 EA | 15.00000 1500.00| 15.00000 1500.00| 18.00000 1800.00
CONE | | |
0660 652.35 115.000 M2 | 70.00000 8050.00| 96.00000 11040.00| 90.00000 10350.00
CONSTRUCTION SIGNS | | |
0670 652.36 150.000 CD | 215.00000 32250.00| 125.00000 18750.00| 40.00000 6000.00
MAINTENANCE OF TRAFFIC CONTROL DEVICES | | |
LETTING DATE : 08/01/01 MAINE DEPARTMENT OF TRANSPORTATION DATE : 12/06/01
PAGE : 5
LOCATION : FARMINGTON TABULATION OF BIDS
JAY
WILTON CONTRACT ID : 009181.00
=========
====================================================================================================================================
|( 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
------------------------------------------+----------------------------+----------------------------+-------------------------------
0680 652.38 4500.000 MH | 12.50000 56250.00| 14.50000 65250.00| 13.00000 58500.00
FLAGGER | | |
0690 653.221 40.000 M2 | 43.75000 1750.00| 13.00000 520.00| 12.00000 480.00
50 MM POLYSTYRENE PLASTIC INSULATION | | |
(EXISTING PIPE) | | |
0700 656.75 LUMP| 25000.00000 25000.00| 45000.00000 45000.00| 44000.00000 44000.00
TEMPORARY SOIL EROSION AND WATER | | |
POLLUTION CONTROL | | |
0710 659.10 LUMP| 149500.00000 149500.00| 110000.00000 110000.00| 150000.00000 150000.00
MOBILIZATION | | |
0720 660.21 1000.000 MH | 1.00000 1000.00| 1.00000 1000.00| 1.00000 1000.00
ON-THE-JOB TRAINING (BID) | | |
SECTION TOTALS | $ 1,497,798.84| $ 1,584,170.45| $ 1,654,051.50
------------------------------------------+----------------------------+----------------------------+-------------------------------
CONTRACT TOTALS | $ 1,497,798.84| $ 1,584,170.45| $ 1,654,051.50
====================================================================================================================================
LETTING DATE : 08/01/01 MAINE DEPARTMENT OF TRANSPORTATION DATE : 12/06/01
PAGE : 6
LOCATION : FARMINGTON TABULATION OF BIDS
JAY
WILTON CONTRACT ID : 009181.00
=========
====================================================================================================================================
|( 4 ) 000014 |( 5 ) 000855 |( 6 ) 000529
|FARRIN BROS. & SMITH, INC. |BRIDGECORP |BARRETT PAVING MATERIALS, INC.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0001 HIGHWAY ITEMS
| | |
0010 201.11 0.489 HA | 15000.00000 7335.00| 2000.00000 978.00| 10030.00000 4904.67
CLEARING | | |
0020 201.23 6.000 EA | 500.00000 3000.00| 500.00000 3000.00| 325.00000 1950.00
REMOVING SINGLE TREE TOP ONLY | | |
0030 201.24 6.000 EA | 400.00000 2400.00| 200.00000 1200.00| 540.00000 3240.00
REMOVING STUMP | | |
0040 202.202 145.000 M2 | 25.00000 3625.00| 16.50000 2392.50| 24.30000 3523.50
REMOVING PAVEMENT SURFACE | | |
0050 202.203 300.000 M2 | 16.50000 4950.00| 12.00000 3600.00| 19.45000 5835.00
PAVEMENT BUTT JOINTS | | |
0060 203.20 9820.000 M3 | 10.50000 103110.00| 10.00000 98200.00| 9.45000 92799.00
COMMON EXCAVATION | | |
0070 203.202 2817.000 M | 11.00000 30987.00| 9.70000 27324.90| 10.75000 30282.75
INSLOPE EXCAVATION | | |
0080 203.203 6527.000 M | 15.00000 97905.00| 11.50000 75060.50| 18.05000 117812.35
DITCH EXCAVATION | | |
0090 203.21 450.000 M3 | 80.00000 36000.00| 10.00000 4500.00| 53.35000 24007.50
ROCK EXCAVATION | | |
0100 203.25 50.000 M3 | 16.75000 837.50| 24.00000 1200.00| 85.60000 4280.00
GRANULAR BORROW | | |
0110 204.41 1413.000 M2 | 4.00000 5652.00| 7.65000 10809.45| 5.70000 8054.10
REHABILITATION OF EXISTING SHOULDERS, | | |
PLAN QUANTITY | | |
0120 304.104 13100.000 M3 | 17.00000 222700.00| 10.00000 131000.00| 29.05000 380555.00
AGGREGATE SUBBASE COURSE - GRAVEL (PLAN | | |
QUANTITY) | | |
0130 307.32 38350.000 M2 | 1.75000 67112.50| 3.75000 143812.50| 1.60000 61360.00
COLD IN-PLACE RECYCLED MATERIAL | | |
(UNTREATED) TRAVELWAY | | |
0140 403.207 6400.000 MG | 33.70000 215680.00| 34.00000 217600.00| 40.30000 257920.00
HOT MIX ASPHALT 19.0 MM NOMINAL MAX SIZ | | |
0150 403.208 6050.000 MG | 33.50000 202675.00| 34.00000 205700.00| 44.95000 271947.50
HOT MIX ASPHALT 12.5 MM NOMINAL MAX SIZ | | |
0160 403.209 95.000 MG | 80.00000 7600.00| 120.00000 11400.00| 80.50000 7647.50
HOT MIX ASPHALT 9.5 MM(SIDEWALKS,DRIVES | | |
INCIDENTAL ) | | |
0170 403.211 380.000 MG | 35.75000 13585.00| 40.00000 15200.00| 51.20000 19456.00
HOT MIX ASPHALT (SHIM) | | |
0180 409.15 390.000 L | 0.80000 312.00| 1.00000 390.00| 0.55000 214.50
BITUMINOUS TACK COAT APPLIED | | |
LETTING DATE : 08/01/01 MAINE DEPARTMENT OF TRANSPORTATION DATE : 12/06/01
PAGE : 7
LOCATION : FARMINGTON TABULATION OF BIDS
JAY
WILTON CONTRACT ID : 009181.00
=========
====================================================================================================================================
|( 4 ) 000014 |( 5 ) 000855 |( 6 ) 000529
|FARRIN BROS. & SMITH, INC. |BRIDGECORP |BARRETT PAVING MATERIALS, INC.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0190 411.10 200.000 M3 | 40.00000 8000.00| 42.00000 8400.00| 55.00000 11000.00
UNTREATED AGGREGATE SURFACE COURSE | | |
(TRUCK MEASURE) | | |
0200 603.16 262.000 M | 95.00000 24890.00| 67.00000 17554.00| 83.25000 21811.50
375 MM CULVERT PIPE OPTION I | | |
0210 603.169 28.000 M | 180.00000 5040.00| 125.00000 3500.00| 81.60000 2284.80
375 MM CULVERT PIPE OPTION III | | |
0220 603.17 55.000 M | 100.00000 5500.00| 65.00000 3575.00| 98.50000 5417.50
450 MM CULVERT PIPE OPTION I | | |
0230 603.179 42.000 M | 190.00000 7980.00| 157.00000 6594.00| 125.90000 5287.80
450 MM CULVERT PIPE OPTION III | | |
0240 603.199 35.000 M | 205.00000 7175.00| 152.00000 5320.00| 175.80000 6153.00
600 MM CULVERT PIPE OPTION III | | |
0250 603.229 23.000 M | 400.00000 9200.00| 280.00000 6440.00| 316.75000 7285.25
1050 MM CULVERT PIPE OPTION III | | |
0260 604.18 2.000 EA | 500.00000 1000.00| 300.00000 600.00| 440.60000 881.20
ADJUSTING MANHOLE OR CATCH BASIN TO | | |
GRADE | | |
0270 604.182 2.000 EA | 400.00000 800.00| 180.00000 360.00| 348.80000 697.60
CLEAN EXISTING CATCH BASIN AND MANHOLE | | |
0280 605.09 193.000 M | 60.00000 11580.00| 86.00000 16598.00| 30.40000 5867.20
150 MM UNDERDRAIN TYPE B | | |
0290 605.10 12.000 M | 50.00000 600.00| 54.00000 648.00| 70.80000 849.60
150 MM UNDERDRAIN OUTLET | | |
0300 605.13 205.000 M | 85.00000 17425.00| 119.00000 24395.00| 50.25000 10301.25
450 MM UNDERDRAIN TYPE C | | |
0310 606.17 518.000 M | 29.36000 15208.48| 35.00000 18130.00| 32.00000 16576.00
GUARDRAIL TYPE 3B - SINGLE RAIL | | |
0320 606.1722 4.000 EA | 800.00000 3200.00| 960.00000 3840.00| 872.00000 3488.00
BRIDGE TRANSITION - TYPE 2 | | |
0330 606.22 69.000 M | 32.64000 2252.16| 40.00000 2760.00| 35.55000 2452.95
GUARDRAIL TYPE 3B - OVER 4.5 M RADIUS | | |
0340 606.265 9.000 EA | 40.00000 360.00| 48.00000 432.00| 43.60000 392.40
TERMINAL END - SINGLE RAIL - GALVANIZED | | |
STEEL | | |
0350 606.35 49.000 EA | 25.00000 1225.00| 30.00000 1470.00| 27.25000 1335.25
GUARDRAIL DELINEATOR POST | | |
0360 606.47 20.000 EA | 35.00000 700.00| 42.00000 840.00| 38.15000 763.00
SINGLE WOOD POST | | |
0370 606.51 1.000 EA | 200.00000 200.00| 240.00000 240.00| 218.00000 218.00
MULTIPLE MAILBOX SUPPORT | | |
LETTING DATE : 08/01/01 MAINE DEPARTMENT OF TRANSPORTATION DATE : 12/06/01
PAGE : 8
LOCATION : FARMINGTON TABULATION OF BIDS
JAY
WILTON CONTRACT ID : 009181.00
=========
====================================================================================================================================
|( 4 ) 000014 |( 5 ) 000855 |( 6 ) 000529
|FARRIN BROS. & SMITH, INC. |BRIDGECORP |BARRETT PAVING MATERIALS, INC.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0380 606.752 1.000 EA | 1500.00000 1500.00| 1200.00000 1200.00| 1200.00000 1200.00
WIDEN SHOULDER FOR MODIFIED ECCENTRIC | | |
LOADER TERMINAL | | |
0390 606.76 4.000 EA | 1400.00000 5600.00| 1680.00000 6720.00| 1525.00000 6100.00
MODIFIED ECCENTRIC LOADER TERMINAL | | |
0400 607.24 50.000 M | 27.07000 1353.50| 5.00000 250.00| 29.50000 1475.00
REMOVE AND RESET FENCE | | |
0410 609.31 802.000 M | 11.50000 9223.00| 10.00000 8020.00| 10.80000 8661.60
CURB TYPE 3 | | |
0420 610.08 600.000 M3 | 65.00000 39000.00| 45.00000 27000.00| 62.65000 37590.00
PLAIN RIPRAP | | |
0430 610.18 765.000 M3 | 60.00000 45900.00| 40.00000 30600.00| 68.35000 52287.75
STONE DITCH PROTECTION | | |
0440 613.319 10520.000 M2 | 1.75000 18410.00| 1.25000 13150.00| 0.80000 8416.00
TEMPORARY EROSION CONTROL BLANKET | | |
0450 615.07 610.000 M3 | 30.00000 18300.00| 31.50000 19215.00| 61.60000 37576.00
LOAM | | |
0460 617.381 100.000 M3 | 40.00000 4000.00| 30.00000 3000.00| 39.30000 3930.00
WOOD WASTE EROSION CONTROL MIX | | |
0470 618.1401 521.000 UN | 13.50000 7033.50| 16.00000 8336.00| 14.70000 7658.70
SEEDING METHOD NUMBER 2 - PLAN QUANTITY | | |
0480 619.1201 521.000 UN | 5.50000 2865.50| 7.00000 3647.00| 6.10000 3178.10
MULCH - PLAN QUANTITY | | |
0490 620.58 3510.000 M2 | 3.50000 12285.00| 3.00000 10530.00| 0.90000 3159.00
EROSION CONTROL GEOTEXTILE | | |
0500 627.75 20.000 M2 | 43.00000 860.00| 50.00000 1000.00| 46.87000 937.40
WHITE OR YELLOW PAVEMENT AND CURB | | |
MARKING | | |
0510 627.76 LUMP| 7000.00000 7000.00| 2000.00000 2000.00| 7630.00000 7630.00
TEMPORARY PAVEMENT MARKING LINE, WHITE | | |
OR YELLOW | | |
0520 629.05 100.000 MH | 10.00000 1000.00| 22.00000 2200.00| 47.70000 4770.00
HAND LABOR, STRAIGHT TIME | | |
0530 631.10 10.000 HR | 20.00000 200.00| 24.00000 240.00| 65.00000 650.00
AIR COMPRESSOR (INCLUDING OPERATOR) | | |
0540 631.11 10.000 HR | 20.00000 200.00| 25.00000 250.00| 65.00000 650.00
AIR TOOL (INCLUDING OPERATOR) | | |
0550 631.12 100.000 HR | 100.00000 10000.00| 100.00000 10000.00| 115.00000 11500.00
ALL PURPOSE EXCAVATOR (INCLUDING | | |
OPERATOR) | | |
0560 631.132 20.000 HR | 50.00000 1000.00| 78.00000 1560.00| 95.00000 1900.00
SMALL BULLDOZER (INCLUDING OPERATOR) | | |
LETTING DATE : 08/01/01 MAINE DEPARTMENT OF TRANSPORTATION DATE : 12/06/01
PAGE : 9
LOCATION : FARMINGTON TABULATION OF BIDS
JAY
WILTON CONTRACT ID : 009181.00
=========
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|( 4 ) 000014 |( 5 ) 000855 |( 6 ) 000529
|FARRIN BROS. & SMITH, INC. |BRIDGECORP |BARRETT PAVING MATERIALS, INC.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0570 631.14 30.000 HR | 50.00000 1500.00| 115.00000 3450.00| 116.85000 3505.50
GRADER (INCLUDING OPERATOR) | | |
0580 631.172 100.000 HR | 40.00000 4000.00| 52.00000 5200.00| 40.85000 4085.00
TRUCK - LARGE (INCLUDING OPERATOR) | | |
0590 631.18 10.000 HR | 35.00000 350.00| 25.00000 250.00| 135.00000 1350.00
CHAIN SAW RENTAL (INCLUDING OPERATOR) | | |
0600 631.32 20.000 HR | 150.00000 3000.00| 125.00000 2500.00| 175.00000 3500.00
CULVERT CLEANER (INCLUDING OPERATOR) | | |
0610 637.071 LUMP| 20000.00000 20000.00| 6000.00000 6000.00| 12000.00000 12000.00
DUST CONTROL | | |
0620 639.18 1.000 EA | 7000.00000 7000.00| 8000.00000 8000.00| 10000.00000 10000.00
FIELD OFFICE TYPE A | | |
0630 652.31 10.000 EA | 40.00000 400.00| 78.00000 780.00| 58.85000 588.50
TYPE I BARRICADE | | |
0640 652.33 50.000 EA | 40.00000 2000.00| 65.00000 3250.00| 58.85000 2942.50
DRUM | | |
0650 652.34 100.000 EA | 5.00000 500.00| 18.00000 1800.00| 15.45000 1545.00
CONE | | |
0660 652.35 115.000 M2 | 85.00000 9775.00| 80.00000 9200.00| 70.50000 8107.50
CONSTRUCTION SIGNS | | |
0670 652.36 150.000 CD | 30.00000 4500.00| 55.00000 8250.00| 360.00000 54000.00
MAINTENANCE OF TRAFFIC CONTROL DEVICES | | |
0680 652.38 4500.000 MH | 15.00000 67500.00| 7.00000 31500.00| 15.30000 68850.00
FLAGGER | | |
0690 653.221 40.000 M2 | 105.00000 4200.00| 16.50000 660.00| 27.25000 1090.00
50 MM POLYSTYRENE PLASTIC INSULATION | | |
(EXISTING PIPE) | | |
0700 656.75 LUMP| 35000.00000 35000.00| 8500.00000 8500.00| 30100.00000 30100.00
TEMPORARY SOIL EROSION AND WATER | | |
POLLUTION CONTROL | | |
0710 659.10 LUMP| 172409.52000 172409.52| 443000.00000 443000.00| 196000.00000 196000.00
MOBILIZATION | | |
0720 660.21 1000.000 MH | 1.00000 1000.00| 1.00000 1000.00| 1.95000 1950.00
ON-THE-JOB TRAINING (BID) | | |
SECTION TOTALS | $ 1,666,666.66| $ 1,757,321.85| $ 1,997,735.22
------------------------------------------+----------------------------+----------------------------+-------------------------------
CONTRACT TOTALS | $ 1,666,666.66| $ 1,757,321.85| $ 1,997,735.22
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