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LETTING DATE : 09/04/02 MAINE DEPARTMENT OF TRANSPORTATION DATE : 09/04/02
PAGE : 1
LOCATION : AVON TABULATION OF BIDS
CONTRACT ID : 007645.00 COMPLETION DATE : 10/31/03
=========
PROJECT(S): STP-7645(00)X COUNTIE(S) : FRANKLIN MAINE STATE DEPARTMENT OF TRANSPORTATION
A TRUE COPY : __________________________
TITLE : __________________________
ATTEST : ____________________________ CONTRACT DESCRIPTION : HIGHWAY IMPROVEMENTS AND BRIDGE WIDENING NOTARY PUBLIC
--------------------------------------------------------------------------------------------------------------------------
TOTAL % OVER
RANK VENDOR NO./NAME BID LOW BID
--------------------------------------------------------------------------------------------------------------------------
1 000241 E L VINING & SON INC. $ 3,817,296.00 100.0000%
2 000460 M & H LOGGING AND CONSTRUCTION $ 4,056,053.00 106.2546%
3 000164 C P M CONSTRUCTORS $ 4,349,106.00 113.9316%
4 000855 BRIDGECORP $ 4,862,177.50 127.3723%
5 000649 SARGENT & SARGENT, INC. $ 4,984,458.00 130.5756%
====================================================================================================================================
|( 1 ) 000241 |( 2 ) 000460 |( 3 ) 000164
|E L VINING & SON INC. |M & H LOGGING AND CONSTRUCT |C P M CONSTRUCTORS
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0001 HIGHWAY/ BRIDGE ITEMS
| | |
0010 201.11 9.500 AC | 2750.00000 26125.00| 6000.00000 57000.00| 15000.00000 142500.00
CLEARING | | |
0020 201.23 15.000 EA | 75.00000 1125.00| 150.00000 2250.00| 300.00000 4500.00
REMOVING SINGLE TREE TOP ONLY | | |
0030 201.24 35.000 EA | 175.00000 6125.00| 200.00000 7000.00| 75.00000 2625.00
REMOVING STUMP | | |
0040 202.123 120.000 LS | 3600.00000 3600.00| 20000.00000 20000.00| 15000.00000 15000.00
SCARIFY CONCRETE DECK TOP 3'' | | |
0050 202.127 120.000 LS | 1000.00000 1000.00| 1500.00000 1500.00| 5000.00000 5000.00
REMOVE EXISTING BITUMINOUS PAVEMENT | | |
0060 202.128 10.000 LS | 1000.00000 1000.00| 9000.00000 9000.00| 8000.00000 8000.00
REMOVE CONCRETE CURBS AND SIDEWALKS | | |
0070 202.14 100.000 LF | 8.00000 800.00| 17.00000 1700.00| 20.00000 2000.00
REMOVING EXISTING RAILINGS (PROPERTY OF | | |
CONTRACTOR) | | |
0080 202.17 8.000 LS | 4000.00000 4000.00| 8100.00000 8100.00| 15000.00000 15000.00
REMOVING EXISTING STRUCTURAL CONCRETE | | |
0090 203.20 91500.000 CY | 4.00000 366000.00| 6.00000 549000.00| 7.50000 686250.00
COMMON EXCAVATION | | |
0100 203.21 1500.000 CY | 38.00000 57000.00| 32.00000 48000.00| 35.00000 52500.00
ROCK EXCAVATION | | |
LETTING DATE : 09/04/02 MAINE DEPARTMENT OF TRANSPORTATION DATE : 09/04/02
PAGE : 2
LOCATION : AVON TABULATION OF BIDS
CONTRACT ID : 007645.00
=========
====================================================================================================================================
|( 1 ) 000241 |( 2 ) 000460 |( 3 ) 000164
|E L VINING & SON INC. |M & H LOGGING AND CONSTRUCT |C P M CONSTRUCTORS
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0110 203.2312 LUMP| 2500.00000 2500.00| 500.00000 500.00| 10000.00000 10000.00
HEALTH AND SAFETY PLAN | | |
0120 203.233 300.000 CY | 95.00000 28500.00| 60.00000 18000.00| 90.00000 27000.00
DISPOSAL OF SPECIAL EXCAVATION | | |
0130 203.25 1350.000 CY | 19.00000 25650.00| 12.00000 16200.00| 20.00000 27000.00
GRANULAR BORROW | | |
0140 203.35 62.000 CY | 32.00000 1984.00| 30.00000 1860.00| 50.00000 3100.00
CRUSHED STONE FILL | | |
0150 206.061 150.000 CY | 20.00000 3000.00| 20.00000 3000.00| 20.00000 3000.00
STRUCTURAL EARTH EXCAVATION - DRAINAGE | | |
AND MINOR STRUCTURES, BELOW GRADE | | |
0160 206.07 270.000 CY | 68.00000 18360.00| 200.00000 54000.00| 75.00000 20250.00
STRUCTURAL ROCK EXCAVATION - DRAINAGE | | |
AND MINOR STRUCTURES | | |
0170 206.082 415.000 CY | 35.00000 14525.00| 33.00000 13695.00| 28.00000 11620.00
STRUCTURAL EARTH EXCAVATION - MAJOR | | |
STRUCTURES | | |
0180 304.10 53300.000 CY | 11.50000 612950.00| 11.00000 586300.00| 10.00000 533000.00
AGGREGATE SUBBASE COURSE - GRAVEL | | |
0190 403.207 13600.000 T | 31.30000 425680.00| 34.00000 462400.00| 31.30000 425680.00
HOT MIX ASPHALT 3/4 INCH NOMINAL MAX | | |
SIZE | | |
0200 403.208 6000.000 T | 31.80000 190800.00| 34.00000 204000.00| 31.80000 190800.00
HOT MIX ASPHALT 1/2 INCH NOMINAL MAX | | |
SIZE | | |
0210 403.209 275.000 T | 69.90000 19222.50| 110.00000 30250.00| 69.90000 19222.50
HOT MIX ASPHALT 3/8 INCH (SIDEWALKS, | | |
DRIVES, INCIDENT ALS) | | |
0220 403.210 30.000 T | 74.90000 2247.00| 80.00000 2400.00| 74.90000 2247.00
HOT MIX ASPHALT 3/8 INCH NOMINAL MAX | | |
SIZE | | |
0240 409.15 2200.000 G | 3.48000 7656.00| 4.00000 8800.00| 3.48000 7656.00
BITUMINOUS TACK COAT APPLIED | | |
0250 502.21 237.000 CY | 700.00000 165900.00| 350.00000 82950.00| 550.00000 130350.00
STRUCTURAL CONCRETE, ABUTMENTS AND | | |
RETAINING WALLS | | |
0260 502.25 28.000 LS | 18000.00000 18000.00| 40000.00000 40000.00| 20000.00000 20000.00
STRUCTURAL CONCRETE SUPERSTRUCTURE SLAB | | |
0270 502.27 30.000 LS | 72000.00000 72000.00| 90000.00000 90000.00| 60000.00000 60000.00
STRUCTURAL CONCRETE SUPERSTRUCTURE | | |
T-BEAM TYPE | | |
LETTING DATE : 09/04/02 MAINE DEPARTMENT OF TRANSPORTATION DATE : 09/04/02
PAGE : 3
LOCATION : AVON TABULATION OF BIDS
CONTRACT ID : 007645.00
=========
====================================================================================================================================
|( 1 ) 000241 |( 2 ) 000460 |( 3 ) 000164
|E L VINING & SON INC. |M & H LOGGING AND CONSTRUCT |C P M CONSTRUCTORS
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0280 502.49 6.000 LS | 8400.00000 8400.00| 20000.00000 20000.00| 5000.00000 5000.00
STRUCTURAL CONCRETE CURBS AND SIDEWALK | | |
0290 503.12 16500.000 LB | 1.00000 16500.00| 1.00000 16500.00| 0.30000 4950.00
REINFORCING STEEL, FABRICATED AND | | |
DELIVERED | | |
0300 503.13 16500.000 LB | 1.00000 16500.00| 1.00000 16500.00| 0.55000 9075.00
REINFORCING STEEL, PLACING | | |
0310 503.17 33.000 EA | 69.00000 2277.00| 50.00000 1650.00| 15.00000 495.00
MECHANICAL WELDED SPLICE | | |
0320 507.0811 LUMP| 15500.00000 15500.00| 18000.00000 18000.00| 13000.00000 13000.00
STEEL BRIDGE RAILING, 2 BAR | | |
0330 508.14 230.000 LS | 12000.00000 12000.00| 10000.00000 10000.00| 10000.00000 10000.00
HIGH PERFORMANCE WATERPROOFING MEMBRANE | | |
0340 509.11 41256.000 LS | 61605.00000 61605.00| 45000.00000 45000.00| 80000.00000 80000.00
STEEL STRUCTURAL PLATE PIPE: 9'6 | | |
DIAMETER | | |
0350 511.07 LUMP| 10000.00000 10000.00| 2000.00000 2000.00| 10000.00000 10000.00
COFFERDAM: CONCRETE BOX DOWNSTREAM | | |
0360 511.07 LUMP| 12500.00000 12500.00| 4500.00000 4500.00| 10000.00000 10000.00
COFFERDAM: CONCRETE BOX UPSTREAM | | |
0370 511.07 LUMP| 3500.00000 3500.00| 1000.00000 1000.00| 5000.00000 5000.00
COFFERDAM: PIPE DOWNSTREAM | | |
0380 511.07 LUMP| 5000.00000 5000.00| 2500.00000 2500.00| 5000.00000 5000.00
COFFERDAM: PIPE UPSTREAM | | |
0390 514.06 1.000 EA | 1500.00000 1500.00| 1100.00000 1100.00| 750.00000 750.00
CURING BOX FOR CONCRETE CYLINDERS | | |
0400 515.21 230.000 LS | 1400.00000 1400.00| 2500.00000 2500.00| 1500.00000 1500.00
PROTECTIVE COATING FOR CONCRETE SURFACE | | |
0410 526.301 320.000 LS | 6800.00000 6800.00| 3000.00000 3000.00| 6000.00000 6000.00
TEMPORARY CONCRETE BARRIER TYPE I | | |
0420 526.34 4.000 EA | 1800.00000 7200.00| 4000.00000 16000.00| 1800.00000 7200.00
PERMANENT CONCRETE TRANSITION BARRIER | | |
0430 527.34 2.000 UN | 3000.00000 6000.00| 3000.00000 6000.00| 1500.00000 3000.00
WORK ZONE CRASH CUSHIONS | | |
0440 534.71 1.000 LS | 52638.00000 52638.00| 60000.00000 60000.00| 50000.00000 50000.00
PRECAST CONCRETE BOX CULVERT | | |
0450 603.159 520.000 LF | 26.50000 13780.00| 30.00000 15600.00| 25.00000 13000.00
12 INCH CULVERT PIPE OPTION III | | |
0460 603.16 520.000 LF | 28.00000 14560.00| 25.00000 13000.00| 26.00000 13520.00
15 INCH CULVERT PIPE OPTION I | | |
0470 603.169 185.000 LF | 35.00000 6475.00| 40.00000 7400.00| 26.00000 4810.00
15 INCH CULVERT PIPE OPTION III | | |
LETTING DATE : 09/04/02 MAINE DEPARTMENT OF TRANSPORTATION DATE : 09/04/02
PAGE : 4
LOCATION : AVON TABULATION OF BIDS
CONTRACT ID : 007645.00
=========
====================================================================================================================================
|( 1 ) 000241 |( 2 ) 000460 |( 3 ) 000164
|E L VINING & SON INC. |M & H LOGGING AND CONSTRUCT |C P M CONSTRUCTORS
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0480 603.17 230.000 LF | 30.00000 6900.00| 25.00000 5750.00| 30.00000 6900.00
18 INCH CULVERT PIPE OPTION I | | |
0490 603.179 575.000 LF | 35.00000 20125.00| 40.00000 23000.00| 30.00000 17250.00
18 INCH CULVERT PIPE OPTION III | | |
0500 603.189 370.000 LF | 45.00000 16650.00| 50.00000 18500.00| 65.00000 24050.00
21 INCH CULVERT PIPE OPTION III | | |
0510 603.19 50.000 LF | 38.75000 1937.50| 35.00000 1750.00| 35.00000 1750.00
24 INCH CULVERT PIPE OPTION I | | |
0520 603.199 405.000 LF | 43.00000 17415.00| 55.00000 22275.00| 65.00000 26325.00
24 INCH CULVERT PIPE OPTION III | | |
0530 603.209 270.000 LF | 47.00000 12690.00| 60.00000 16200.00| 80.00000 21600.00
30 INCH CULVERT PIPE OPTION III | | |
0540 603.219 150.000 LF | 52.00000 7800.00| 70.00000 10500.00| 120.00000 18000.00
36 INCH CULVERT PIPE OPTION III | | |
0550 603.37 64.000 LF | 155.00000 9920.00| 200.00000 12800.00| 350.00000 22400.00
64 INCH SPAN 43 INCH RISE PIPE ARCH | | |
0560 603.77 1.000 EA | 225.00000 225.00| 300.00000 300.00| 200.00000 200.00
15 INCH INLET GRATE UNIT | | |
0570 603.91 80.000 LF | 140.00000 11200.00| 220.00000 17600.00| 175.00000 14000.00
45" X 29" RCP ELLIPTICAL CULVERT PIPE | | |
0580 604.092 18.000 EA | 1500.00000 27000.00| 2000.00000 36000.00| 2000.00000 36000.00
CATCH BASIN TYPE B1-C | | |
0590 604.244 2.000 EA | 1125.00000 2250.00| 1000.00000 2000.00| 1000.00000 2000.00
CATCH BASIN TYPE F4 | | |
0600 604.246 1.000 EA | 1150.00000 1150.00| 1200.00000 1200.00| 1300.00000 1300.00
CATCH BASIN TYPE F5 | | |
0610 605.09 7400.000 LF | 21.00000 155400.00| 19.00000 140600.00| 18.00000 133200.00
6 INCH UNDERDRAIN TYPE B | | |
0620 605.10 830.000 LF | 19.50000 16185.00| 20.00000 16600.00| 18.00000 14940.00
6 INCH UNDERDRAIN OUTLET | | |
0630 605.11 2720.000 LF | 28.00000 76160.00| 30.00000 81600.00| 27.00000 73440.00
12 INCH UNDERDRAIN TYPE C | | |
0640 605.12 260.000 LF | 35.00000 9100.00| 25.00000 6500.00| 30.00000 7800.00
15 INCH UNDERDRAIN TYPE C | | |
0650 606.1721 4.000 EA | 950.00000 3800.00| 1200.00000 4800.00| 950.00000 3800.00
BRIDGE TRANSITION - TYPE 1 | | |
0660 606.26 3.000 EA | 50.00000 150.00| 58.00000 174.00| 50.00000 150.00
TERMINAL ENDS - SINGLE RAIL | | |
0670 606.35 60.000 EA | 25.00000 1500.00| 30.00000 1800.00| 25.00000 1500.00
GUARDRAIL DELINEATOR POST | | |
0680 606.47 40.000 EA | 35.00000 1400.00| 50.00000 2000.00| 35.00000 1400.00
SINGLE WOOD POST | | |
LETTING DATE : 09/04/02 MAINE DEPARTMENT OF TRANSPORTATION DATE : 09/04/02
PAGE : 5
LOCATION : AVON TABULATION OF BIDS
CONTRACT ID : 007645.00
=========
====================================================================================================================================
|( 1 ) 000241 |( 2 ) 000460 |( 3 ) 000164
|E L VINING & SON INC. |M & H LOGGING AND CONSTRUCT |C P M CONSTRUCTORS
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0690 606.55 3487.500 LF | 8.98000 31317.75| 10.00000 34875.00| 9.00000 31387.50
GUARDRAIL TYPE 3 - SINGLE RAIL | | |
0700 606.60 75.000 LF | 9.98000 748.50| 12.00000 900.00| 10.00000 750.00
GUARDRAIL TYPE 3 - OVER 15 FOOT RADIUS | | |
0710 606.74 237.500 LF | 179.08000 42531.50| 200.00000 47500.00| 180.00000 42750.00
GUARDRAIL TYPE 3 - SINGLE RAIL BRIDGE | | |
MOUNTED | | |
0720 606.76 13.000 EA | 1400.00000 18200.00| 1600.00000 20800.00| 1400.00000 18200.00
MODIFIED ECCENTRIC LOADER TERMINAL | | |
0730 607.16 300.000 LF | 10.00000 3000.00| 13.00000 3900.00| 10.00000 3000.00
CHAIN LINK FENCE - 4 FOOT | | |
0740 609.31 8600.000 LF | 3.19000 27434.00| 3.50000 30100.00| 3.19000 27434.00
CURB TYPE 3 | | |
0750 610.08 750.000 CY | 35.00000 26250.00| 35.00000 26250.00| 40.00000 30000.00
PLAIN RIPRAP | | |
0760 610.18 450.000 CY | 30.00000 13500.00| 35.00000 15750.00| 40.00000 18000.00
STONE DITCH PROTECTION | | |
0770 612.06 1030.000 SY | 3.00000 3090.00| 3.30000 3399.00| 3.25000 3347.50
BITUMINOUS SEALING - BLACK | | |
0780 613.319 3750.000 SY | 1.41000 5287.50| 3.00000 11250.00| 2.00000 7500.00
EROSION CONTROL BLANKET | | |
0790 615.07 4600.000 CY | 23.50000 108100.00| 30.00000 138000.00| 25.00000 115000.00
LOAM | | |
0800 617.381 100.000 CY | 30.00000 3000.00| 25.00000 2500.00| 40.00000 4000.00
EROSION CONTROL MIX | | |
0810 618.1301 175.000 UN | 16.00000 2800.00| 18.00000 3150.00| 16.00000 2800.00
SEEDING METHOD NUMBER 1 - PLAN QUANTITY | | |
0820 618.1401 510.000 UN | 12.98000 6619.80| 15.00000 7650.00| 13.00000 6630.00
SEEDING METHOD NUMBER 2 - PLAN QUANTITY | | |
0830 618.1411 370.000 UN | 24.99000 9246.30| 30.00000 11100.00| 25.00000 9250.00
SEEDING METHOD NUMBER 3 - PLAN MEASURE | | |
0840 618.25 3.000 MGAL| 20.00000 60.00| 40.00000 120.00| 20.00000 60.00
APPLIED WATER | | |
0850 619.1201 1300.000 UN | 6.00000 7800.00| 7.00000 9100.00| 6.00000 7800.00
MULCH - PLAN QUANTITY | | |
0860 620.54 1500.000 SY | 2.00000 3000.00| 3.00000 4500.00| 2.00000 3000.00
STABILIZATION GEOTEXTILE | | |
0870 620.58 1300.000 SY | 1.85000 2405.00| 3.00000 3900.00| 2.00000 2600.00
EROSION CONTROL GEOTEXTILE | | |
0880 627.71 40650.000 LF | 0.08000 3252.00| 0.10000 4065.00| 0.10000 4065.00
4 INCH WHITE PAVEMENT MARKING LINE | | |
LETTING DATE : 09/04/02 MAINE DEPARTMENT OF TRANSPORTATION DATE : 09/04/02
PAGE : 6
LOCATION : AVON TABULATION OF BIDS
CONTRACT ID : 007645.00
=========
====================================================================================================================================
|( 1 ) 000241 |( 2 ) 000460 |( 3 ) 000164
|E L VINING & SON INC. |M & H LOGGING AND CONSTRUCT |C P M CONSTRUCTORS
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0890 627.73 20450.000 LF | 0.16000 3272.00| 0.20000 4090.00| 0.15000 3067.50
4 INCH YELLOW PAVEMENT MARKING LINE | | |
0900 627.75 300.000 SF | 2.50000 750.00| 2.95000 885.00| 1.75000 525.00
WHITE OR YELLOW PAVEMENT AND CURB | | |
MARKING | | |
0910 627.78 61300.000 LF | 0.12000 7356.00| 0.15000 9195.00| 0.10000 6130.00
TEMPORARY 4 INCH PAINTED PAVEMENT | | |
MARKING LINE, WHITE OR YELLOW | | |
0920 629.05 10.000 MH | 25.00000 250.00| 25.00000 250.00| 30.00000 300.00
HAND LABOR, STRAIGHT TIME | | |
0930 631.12 10.000 HR | 100.00000 1000.00| 75.00000 750.00| 90.00000 900.00
ALL PURPOSE EXCAVATOR (INCLUDING | | |
OPERATOR) | | |
0940 631.172 10.000 HR | 38.00000 380.00| 40.00000 400.00| 45.00000 450.00
TRUCK - LARGE (INCLUDING OPERATOR) | | |
0950 631.18 10.000 HR | 32.00000 320.00| 35.00000 350.00| 35.00000 350.00
CHAIN SAW RENTAL (INCLUDING OPERATOR) | | |
0960 631.20 15.000 HR | 100.00000 1500.00| 80.00000 1200.00| 125.00000 1875.00
STUMP CHIPPER (INCLUDING OPERATOR) | | |
0970 631.32 5.000 HR | 110.00000 550.00| 48.00000 240.00| 150.00000 750.00
CULVERT CLEANER (INCLUDING OPERATOR) | | |
0980 635.14 5150.000 SF | 55.00000 283250.00| 45.00000 231750.00| 45.00000 231750.00
PREFABRICATED CONCRETE MODULAR GRAVITY | | |
WALL | | |
0990 637.071 LUMP| 23000.00000 23000.00| 21000.00000 21000.00| 35000.00000 35000.00
DUST CONTROL | | |
1000 639.18 1.000 EA | 7000.00000 7000.00| 8000.00000 8000.00| 15000.00000 15000.00
FIELD OFFICE TYPE A | | |
1010 639.21 LUMP| 4000.00000 4000.00| 5000.00000 5000.00| 1.00000 1.00
TESTING FACILITIES SOILS | | |
1020 643.72 LUMP| 22759.00000 22759.00| 20000.00000 20000.00| 25000.00000 25000.00
TEMPORARY TRAFFIC SIGNAL | | |
1030 652.31 10.000 EA | 55.00000 550.00| 60.00000 600.00| 50.00000 500.00
TYPE I BARRICADE | | |
1040 652.311 10.000 EA | 40.00000 400.00| 60.00000 600.00| 55.00000 550.00
TYPE II BARRICADE | | |
1050 652.33 100.000 EA | 35.00000 3500.00| 25.00000 2500.00| 55.00000 5500.00
DRUM | | |
1060 652.34 100.000 EA | 10.00000 1000.00| 20.00000 2000.00| 15.00000 1500.00
CONE | | |
1070 652.35 900.000 SF | 9.00000 8100.00| 7.00000 6300.00| 10.00000 9000.00
CONSTRUCTION SIGNS | | |
LETTING DATE : 09/04/02 MAINE DEPARTMENT OF TRANSPORTATION DATE : 09/04/02
PAGE : 7
LOCATION : AVON TABULATION OF BIDS
CONTRACT ID : 007645.00
=========
====================================================================================================================================
|( 1 ) 000241 |( 2 ) 000460 |( 3 ) 000164
|E L VINING & SON INC. |M & H LOGGING AND CONSTRUCT |C P M CONSTRUCTORS
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
1080 652.361 200.000 LS | 9000.00000 9000.00| 8000.00000 8000.00| 20000.00000 20000.00
MAINTENANCE OF TRAFFIC CONTROL DEVICES | | |
1090 652.38 3000.000 MH | 12.00000 36000.00| 15.40000 46200.00| 14.00000 42000.00
FLAGGER | | |
1100 656.75 LUMP| 50000.00000 50000.00| 31000.00000 31000.00| 75000.00000 75000.00
TEMPORARY SOIL EROSION AND WATER | | |
POLLUTION CONTROL | | |
1110 657.24 300.000 UN | 9.99000 2997.00| 11.00000 3300.00| 0.01000 3.00
SEEDING PITS | | |
1120 658.20 90.000 SY | 15.00000 1350.00| 17.00000 1530.00| 19.50000 1755.00
ACRYLIC LATEX COLOR FINISH, GREEN | | |
1130 659.10 LUMP| 280527.65000 280527.65| 250000.00000 250000.00| 430000.00000 430000.00
MOBILIZATION | | |
1140 660.21 2000.000 MH | 1.00000 2000.00| 10.00000 20000.00| 0.01000 20.00
ON-THE-JOB TRAINING (BID) | | |
SECTION TOTALS | $ 3,817,296.00| $ 4,056,053.00| $ 4,349,106.00
------------------------------------------+----------------------------+----------------------------+-------------------------------
CONTRACT TOTALS | $ 3,817,296.00| $ 4,056,053.00| $ 4,349,106.00
====================================================================================================================================
LETTING DATE : 09/04/02 MAINE DEPARTMENT OF TRANSPORTATION DATE : 09/04/02
PAGE : 8
LOCATION : AVON TABULATION OF BIDS
CONTRACT ID : 007645.00
=========
====================================================================================================================================
|( 4 ) 000855 |( 5 ) 000649 |( )
|BRIDGECORP |SARGENT & SARGENT, INC. |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0001 HIGHWAY/ BRIDGE ITEMS
| | |
0010 201.11 9.500 AC | 8800.00000 83600.00| 10000.00000 95000.00|
CLEARING | | |
0020 201.23 15.000 EA | 300.00000 4500.00| 500.00000 7500.00|
REMOVING SINGLE TREE TOP ONLY | | |
0030 201.24 35.000 EA | 225.00000 7875.00| 250.00000 8750.00|
REMOVING STUMP | | |
0040 202.123 120.000 LS | 25000.00000 25000.00| 35000.00000 35000.00|
SCARIFY CONCRETE DECK TOP 3'' | | |
0050 202.127 120.000 LS | 5000.00000 5000.00| 7000.00000 7000.00|
REMOVE EXISTING BITUMINOUS PAVEMENT | | |
0060 202.128 10.000 LS | 10000.00000 10000.00| 14000.00000 14000.00|
REMOVE CONCRETE CURBS AND SIDEWALKS | | |
0070 202.14 100.000 LF | 50.00000 5000.00| 70.00000 7000.00|
REMOVING EXISTING RAILINGS (PROPERTY OF | | |
CONTRACTOR) | | |
0080 202.17 8.000 LS | 15000.00000 15000.00| 21000.00000 21000.00|
REMOVING EXISTING STRUCTURAL CONCRETE | | |
0090 203.20 91500.000 CY | 8.00000 732000.00| 10.00000 915000.00|
COMMON EXCAVATION | | |
0100 203.21 1500.000 CY | 90.00000 135000.00| 50.00000 75000.00|
ROCK EXCAVATION | | |
0110 203.2312 LUMP| 8000.00000 8000.00| 2500.00000 2500.00|
HEALTH AND SAFETY PLAN | | |
0120 203.233 300.000 CY | 30.00000 9000.00| 100.00000 30000.00|
DISPOSAL OF SPECIAL EXCAVATION | | |
0130 203.25 1350.000 CY | 25.00000 33750.00| 18.00000 24300.00|
GRANULAR BORROW | | |
0140 203.35 62.000 CY | 35.00000 2170.00| 30.00000 1860.00|
CRUSHED STONE FILL | | |
0150 206.061 150.000 CY | 25.00000 3750.00| 25.00000 3750.00|
STRUCTURAL EARTH EXCAVATION - DRAINAGE | | |
AND MINOR STRUCTURES, BELOW GRADE | | |
0160 206.07 270.000 CY | 200.00000 54000.00| 120.00000 32400.00|
STRUCTURAL ROCK EXCAVATION - DRAINAGE | | |
AND MINOR STRUCTURES | | |
0170 206.082 415.000 CY | 20.00000 8300.00| 45.00000 18675.00|
STRUCTURAL EARTH EXCAVATION - MAJOR | | |
STRUCTURES | | |
0180 304.10 53300.000 CY | 15.00000 799500.00| 12.00000 639600.00|
AGGREGATE SUBBASE COURSE - GRAVEL | | |
LETTING DATE : 09/04/02 MAINE DEPARTMENT OF TRANSPORTATION DATE : 09/04/02
PAGE : 9
LOCATION : AVON TABULATION OF BIDS
CONTRACT ID : 007645.00
=========
====================================================================================================================================
|( 4 ) 000855 |( 5 ) 000649 |( )
|BRIDGECORP |SARGENT & SARGENT, INC. |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0190 403.207 13600.000 T | 31.30000 425680.00| 32.00000 435200.00|
HOT MIX ASPHALT 3/4 INCH NOMINAL MAX | | |
SIZE | | |
0200 403.208 6000.000 T | 31.80000 190800.00| 32.00000 192000.00|
HOT MIX ASPHALT 1/2 INCH NOMINAL MAX | | |
SIZE | | |
0210 403.209 275.000 T | 100.00000 27500.00| 70.00000 19250.00|
HOT MIX ASPHALT 3/8 INCH (SIDEWALKS, | | |
DRIVES, INCIDENT ALS) | | |
0220 403.210 30.000 T | 75.00000 2250.00| 75.00000 2250.00|
HOT MIX ASPHALT 3/8 INCH NOMINAL MAX | | |
SIZE | | |
0240 409.15 2200.000 G | 3.50000 7700.00| 3.50000 7700.00|
BITUMINOUS TACK COAT APPLIED | | |
0250 502.21 237.000 CY | 525.00000 124425.00| 600.00000 142200.00|
STRUCTURAL CONCRETE, ABUTMENTS AND | | |
RETAINING WALLS | | |
0260 502.25 28.000 LS | 40000.00000 40000.00| 48000.00000 48000.00|
STRUCTURAL CONCRETE SUPERSTRUCTURE SLAB | | |
0270 502.27 30.000 LS | 75000.00000 75000.00| 90000.00000 90000.00|
STRUCTURAL CONCRETE SUPERSTRUCTURE | | |
T-BEAM TYPE | | |
0280 502.49 6.000 LS | 5000.00000 5000.00| 6000.00000 6000.00|
STRUCTURAL CONCRETE CURBS AND SIDEWALK | | |
0290 503.12 16500.000 LB | 0.35000 5775.00| 0.45000 7425.00|
REINFORCING STEEL, FABRICATED AND | | |
DELIVERED | | |
0300 503.13 16500.000 LB | 0.60000 9900.00| 0.75000 12375.00|
REINFORCING STEEL, PLACING | | |
0310 503.17 33.000 EA | 20.00000 660.00| 25.00000 825.00|
MECHANICAL WELDED SPLICE | | |
0320 507.0811 LUMP| 15000.00000 15000.00| 18000.00000 18000.00|
STEEL BRIDGE RAILING, 2 BAR | | |
0330 508.14 230.000 LS | 10000.00000 10000.00| 12000.00000 12000.00|
HIGH PERFORMANCE WATERPROOFING MEMBRANE | | |
0340 509.11 41256.000 LS | 50000.00000 50000.00| 65000.00000 65000.00|
STEEL STRUCTURAL PLATE PIPE: 9'6 | | |
DIAMETER | | |
0350 511.07 LUMP| 10000.00000 10000.00| 12000.00000 12000.00|
COFFERDAM: CONCRETE BOX DOWNSTREAM | | |
0360 511.07 LUMP| 10000.00000 10000.00| 12000.00000 12000.00|
COFFERDAM: CONCRETE BOX UPSTREAM | | |
LETTING DATE : 09/04/02 MAINE DEPARTMENT OF TRANSPORTATION DATE : 09/04/02
PAGE : 10
LOCATION : AVON TABULATION OF BIDS
CONTRACT ID : 007645.00
=========
====================================================================================================================================
|( 4 ) 000855 |( 5 ) 000649 |( )
|BRIDGECORP |SARGENT & SARGENT, INC. |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0370 511.07 LUMP| 7500.00000 7500.00| 9000.00000 9000.00|
COFFERDAM: PIPE DOWNSTREAM | | |
0380 511.07 LUMP| 7500.00000 7500.00| 9000.00000 9000.00|
COFFERDAM: PIPE UPSTREAM | | |
0390 514.06 1.000 EA | 750.00000 750.00| 900.00000 900.00|
CURING BOX FOR CONCRETE CYLINDERS | | |
0400 515.21 230.000 LS | 2000.00000 2000.00| 2400.00000 2400.00|
PROTECTIVE COATING FOR CONCRETE SURFACE | | |
0410 526.301 320.000 LS | 7500.00000 7500.00| 9000.00000 9000.00|
TEMPORARY CONCRETE BARRIER TYPE I | | |
0420 526.34 4.000 EA | 2000.00000 8000.00| 2400.00000 9600.00|
PERMANENT CONCRETE TRANSITION BARRIER | | |
0430 527.34 2.000 UN | 2000.00000 4000.00| 2400.00000 4800.00|
WORK ZONE CRASH CUSHIONS | | |
0440 534.71 1.000 LS | 60000.00000 60000.00| 80000.00000 80000.00|
PRECAST CONCRETE BOX CULVERT | | |
0450 603.159 520.000 LF | 60.00000 31200.00| 42.00000 21840.00|
12 INCH CULVERT PIPE OPTION III | | |
0460 603.16 520.000 LF | 20.00000 10400.00| 45.00000 23400.00|
15 INCH CULVERT PIPE OPTION I | | |
0470 603.169 185.000 LF | 65.00000 12025.00| 45.00000 8325.00|
15 INCH CULVERT PIPE OPTION III | | |
0480 603.17 230.000 LF | 25.00000 5750.00| 48.00000 11040.00|
18 INCH CULVERT PIPE OPTION I | | |
0490 603.179 575.000 LF | 80.00000 46000.00| 48.00000 27600.00|
18 INCH CULVERT PIPE OPTION III | | |
0500 603.189 370.000 LF | 80.00000 29600.00| 54.00000 19980.00|
21 INCH CULVERT PIPE OPTION III | | |
0510 603.19 50.000 LF | 30.00000 1500.00| 54.00000 2700.00|
24 INCH CULVERT PIPE OPTION I | | |
0520 603.199 405.000 LF | 85.00000 34425.00| 54.00000 21870.00|
24 INCH CULVERT PIPE OPTION III | | |
0530 603.209 270.000 LF | 90.00000 24300.00| 60.00000 16200.00|
30 INCH CULVERT PIPE OPTION III | | |
0540 603.219 150.000 LF | 130.00000 19500.00| 72.00000 10800.00|
36 INCH CULVERT PIPE OPTION III | | |
0550 603.37 64.000 LF | 270.00000 17280.00| 100.00000 6400.00|
64 INCH SPAN 43 INCH RISE PIPE ARCH | | |
0560 603.77 1.000 EA | 290.00000 290.00| 300.00000 300.00|
15 INCH INLET GRATE UNIT | | |
0570 603.91 80.000 LF | 175.00000 14000.00| 120.00000 9600.00|
45" X 29" RCP ELLIPTICAL CULVERT PIPE | | |
LETTING DATE : 09/04/02 MAINE DEPARTMENT OF TRANSPORTATION DATE : 09/04/02
PAGE : 11
LOCATION : AVON TABULATION OF BIDS
CONTRACT ID : 007645.00
=========
====================================================================================================================================
|( 4 ) 000855 |( 5 ) 000649 |( )
|BRIDGECORP |SARGENT & SARGENT, INC. |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0580 604.092 18.000 EA | 2300.00000 41400.00| 2200.00000 39600.00|
CATCH BASIN TYPE B1-C | | |
0590 604.244 2.000 EA | 1400.00000 2800.00| 1200.00000 2400.00|
CATCH BASIN TYPE F4 | | |
0600 604.246 1.000 EA | 1500.00000 1500.00| 1400.00000 1400.00|
CATCH BASIN TYPE F5 | | |
0610 605.09 7400.000 LF | 17.00000 125800.00| 24.00000 177600.00|
6 INCH UNDERDRAIN TYPE B | | |
0620 605.10 830.000 LF | 25.00000 20750.00| 24.00000 19920.00|
6 INCH UNDERDRAIN OUTLET | | |
0630 605.11 2720.000 LF | 30.00000 81600.00| 28.00000 76160.00|
12 INCH UNDERDRAIN TYPE C | | |
0640 605.12 260.000 LF | 32.00000 8320.00| 32.00000 8320.00|
15 INCH UNDERDRAIN TYPE C | | |
0650 606.1721 4.000 EA | 950.00000 3800.00| 1250.00000 5000.00|
BRIDGE TRANSITION - TYPE 1 | | |
0660 606.26 3.000 EA | 50.00000 150.00| 60.00000 180.00|
TERMINAL ENDS - SINGLE RAIL | | |
0670 606.35 60.000 EA | 25.00000 1500.00| 30.00000 1800.00|
GUARDRAIL DELINEATOR POST | | |
0680 606.47 40.000 EA | 35.00000 1400.00| 42.00000 1680.00|
SINGLE WOOD POST | | |
0690 606.55 3487.500 LF | 9.00000 31387.50| 10.00000 34875.00|
GUARDRAIL TYPE 3 - SINGLE RAIL | | |
0700 606.60 75.000 LF | 10.00000 750.00| 12.00000 900.00|
GUARDRAIL TYPE 3 - OVER 15 FOOT RADIUS | | |
0710 606.74 237.500 LF | 180.00000 42750.00| 120.00000 28500.00|
GUARDRAIL TYPE 3 - SINGLE RAIL BRIDGE | | |
MOUNTED | | |
0720 606.76 13.000 EA | 1400.00000 18200.00| 1500.00000 19500.00|
MODIFIED ECCENTRIC LOADER TERMINAL | | |
0730 607.16 300.000 LF | 10.00000 3000.00| 12.00000 3600.00|
CHAIN LINK FENCE - 4 FOOT | | |
0740 609.31 8600.000 LF | 5.50000 47300.00| 3.00000 25800.00|
CURB TYPE 3 | | |
0750 610.08 750.000 CY | 95.00000 71250.00| 45.00000 33750.00|
PLAIN RIPRAP | | |
0760 610.18 450.000 CY | 65.00000 29250.00| 40.00000 18000.00|
STONE DITCH PROTECTION | | |
0770 612.06 1030.000 SY | 3.00000 3090.00| 3.00000 3090.00|
BITUMINOUS SEALING - BLACK | | |
LETTING DATE : 09/04/02 MAINE DEPARTMENT OF TRANSPORTATION DATE : 09/04/02
PAGE : 12
LOCATION : AVON TABULATION OF BIDS
CONTRACT ID : 007645.00
=========
====================================================================================================================================
|( 4 ) 000855 |( 5 ) 000649 |( )
|BRIDGECORP |SARGENT & SARGENT, INC. |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0780 613.319 3750.000 SY | 2.50000 9375.00| 3.00000 11250.00|
EROSION CONTROL BLANKET | | |
0790 615.07 4600.000 CY | 35.00000 161000.00| 18.00000 82800.00|
LOAM | | |
0800 617.381 100.000 CY | 40.00000 4000.00| 24.00000 2400.00|
EROSION CONTROL MIX | | |
0810 618.1301 175.000 UN | 30.00000 5250.00| 24.00000 4200.00|
SEEDING METHOD NUMBER 1 - PLAN QUANTITY | | |
0820 618.1401 510.000 UN | 19.00000 9690.00| 13.00000 6630.00|
SEEDING METHOD NUMBER 2 - PLAN QUANTITY | | |
0830 618.1411 370.000 UN | 30.00000 11100.00| 36.00000 13320.00|
SEEDING METHOD NUMBER 3 - PLAN MEASURE | | |
0840 618.25 3.000 MGAL| 20.00000 60.00| 30.00000 90.00|
APPLIED WATER | | |
0850 619.1201 1300.000 UN | 10.00000 13000.00| 6.25000 8125.00|
MULCH - PLAN QUANTITY | | |
0860 620.54 1500.000 SY | 3.00000 4500.00| 1.00000 1500.00|
STABILIZATION GEOTEXTILE | | |
0870 620.58 1300.000 SY | 3.50000 4550.00| 1.00000 1300.00|
EROSION CONTROL GEOTEXTILE | | |
0880 627.71 40650.000 LF | 0.08000 3252.00| 0.10000 4065.00|
4 INCH WHITE PAVEMENT MARKING LINE | | |
0890 627.73 20450.000 LF | 0.16000 3272.00| 0.16000 3272.00|
4 INCH YELLOW PAVEMENT MARKING LINE | | |
0900 627.75 300.000 SF | 2.50000 750.00| 2.50000 750.00|
WHITE OR YELLOW PAVEMENT AND CURB | | |
MARKING | | |
0910 627.78 61300.000 LF | 0.12000 7356.00| 0.12000 7356.00|
TEMPORARY 4 INCH PAINTED PAVEMENT | | |
MARKING LINE, WHITE OR YELLOW | | |
0920 629.05 10.000 MH | 25.00000 250.00| 30.00000 300.00|
HAND LABOR, STRAIGHT TIME | | |
0930 631.12 10.000 HR | 140.00000 1400.00| 120.00000 1200.00|
ALL PURPOSE EXCAVATOR (INCLUDING | | |
OPERATOR) | | |
0940 631.172 10.000 HR | 50.00000 500.00| 50.00000 500.00|
TRUCK - LARGE (INCLUDING OPERATOR) | | |
0950 631.18 10.000 HR | 30.00000 300.00| 36.00000 360.00|
CHAIN SAW RENTAL (INCLUDING OPERATOR) | | |
0960 631.20 15.000 HR | 150.00000 2250.00| 125.00000 1875.00|
STUMP CHIPPER (INCLUDING OPERATOR) | | |
LETTING DATE : 09/04/02 MAINE DEPARTMENT OF TRANSPORTATION DATE : 09/04/02
PAGE : 13
LOCATION : AVON TABULATION OF BIDS
CONTRACT ID : 007645.00
=========
====================================================================================================================================
|( 4 ) 000855 |( 5 ) 000649 |( )
|BRIDGECORP |SARGENT & SARGENT, INC. |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0970 631.32 5.000 HR | 250.00000 1250.00| 125.00000 625.00|
CULVERT CLEANER (INCLUDING OPERATOR) | | |
0980 635.14 5150.000 SF | 45.00000 231750.00| 50.00000 257500.00|
PREFABRICATED CONCRETE MODULAR GRAVITY | | |
WALL | | |
0990 637.071 LUMP| 10000.00000 10000.00| 50000.00000 50000.00|
DUST CONTROL | | |
1000 639.18 1.000 EA | 12000.00000 12000.00| 10000.00000 10000.00|
FIELD OFFICE TYPE A | | |
1010 639.21 LUMP| 3000.00000 3000.00| 6000.00000 6000.00|
TESTING FACILITIES SOILS | | |
1020 643.72 LUMP| 39000.00000 39000.00| 31000.00000 31000.00|
TEMPORARY TRAFFIC SIGNAL | | |
1030 652.31 10.000 EA | 30.00000 300.00| 30.00000 300.00|
TYPE I BARRICADE | | |
1040 652.311 10.000 EA | 40.00000 400.00| 30.00000 300.00|
TYPE II BARRICADE | | |
1050 652.33 100.000 EA | 65.00000 6500.00| 30.00000 3000.00|
DRUM | | |
1060 652.34 100.000 EA | 25.00000 2500.00| 12.00000 1200.00|
CONE | | |
1070 652.35 900.000 SF | 50.00000 45000.00| 15.00000 13500.00|
CONSTRUCTION SIGNS | | |
1080 652.361 200.000 LS | 18000.00000 18000.00| 40000.00000 40000.00|
MAINTENANCE OF TRAFFIC CONTROL DEVICES | | |
1090 652.38 3000.000 MH | 18.00000 54000.00| 15.00000 45000.00|
FLAGGER | | |
1100 656.75 LUMP| 30000.00000 30000.00| 36000.00000 36000.00|
TEMPORARY SOIL EROSION AND WATER | | |
POLLUTION CONTROL | | |
1110 657.24 300.000 UN | 2.00000 600.00| 25.00000 7500.00|
SEEDING PITS | | |
1120 658.20 90.000 SY | 15.00000 1350.00| 15.00000 1350.00|
ACRYLIC LATEX COLOR FINISH, GREEN | | |
1130 659.10 LUMP| 334000.00000 334000.00| 498500.00000 498500.00|
MOBILIZATION | | |
1140 660.21 2000.000 MH | 0.01000 20.00| 2.00000 4000.00|
ON-THE-JOB TRAINING (BID) | | |
SECTION TOTALS | $ 4,862,177.50| $ 4,984,458.00| $ 0.00
------------------------------------------+----------------------------+----------------------------+-------------------------------
CONTRACT TOTALS | $ 4,862,177.50| $ 4,984,458.00| $
====================================================================================================================================