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LETTING DATE : 10/30/02 MAINE DEPARTMENT OF TRANSPORTATION DATE : 10/30/02
PAGE : 1
LOCATION : DIXFIELD TABULATION OF BIDS
CONTRACT ID : 004329.20 COMPLETION DATE : 11/01/03
=========
PROJECT(S): F-NH-025P(67)E COUNTIE(S) : OXFORD MAINE STATE DEPARTMENT OF TRANSPORTATION
A TRUE COPY : __________________________
TITLE : __________________________
ATTEST : ____________________________ CONTRACT DESCRIPTION : HIGHWAY RECONSTRUCTION NOTARY PUBLIC
--------------------------------------------------------------------------------------------------------------------------
TOTAL % OVER
RANK VENDOR NO./NAME BID LOW BID
--------------------------------------------------------------------------------------------------------------------------
1 000460 M & H LOGGING AND CONSTRUCTION $ 2,686,409.20 100.0000%
2 000403 PRATT & SONS INC. $ 2,885,245.80 107.4016%
3 001094 K & K EXCAVATION, INC. $ 2,930,398.50 109.0824%
4 000164 C P M CONSTRUCTORS $ 3,159,877.80 117.6246%
5 000014 FARRIN BROS. & SMITH, INC. $ 3,192,705.90 118.8466%
6 000272 A & V CONSTRUCTION, CORP. $ 3,586,509.00 133.5057%
====================================================================================================================================
|( 1 ) 000460 |( 2 ) 000403 |( 3 ) 001094
|M & H LOGGING AND CONSTRUCT |PRATT & SONS INC. |K & K EXCAVATION, 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 3.300 HA | 5000.00000 16500.00| 6900.00000 22770.00| 5000.00000 16500.00
CLEARING | | |
0020 201.23 19.000 EA | 150.00000 2850.00| 365.00000 6935.00| 300.00000 5700.00
REMOVING SINGLE TREE TOP ONLY | | |
0030 201.24 33.000 EA | 150.00000 4950.00| 95.00000 3135.00| 150.00000 4950.00
REMOVING STUMP | | |
0040 202.08 LUMP| 15000.00000 15000.00| 5925.00000 5925.00| 8000.00000 8000.00
REMOVING BUILDING NO.: 1 | | |
0050 202.12 20.000 M3 | 250.00000 5000.00| 330.00000 6600.00| 400.00000 8000.00
REMOVING EXISTING STRUCTURAL CONCRETE | | |
0060 202.19 1.000 LS | 6000.00000 6000.00| 5550.00000 5550.00| 10000.00000 10000.00
REMOVING EXISTING BRIDGE (BOX CULVERT) | | |
0070 203.20 58100.000 M3 | 7.00000 406700.00| 7.80000 453180.00| 9.00000 522900.00
COMMON EXCAVATION | | |
0080 203.21 12000.000 M3 | 23.00000 276000.00| 32.00000 384000.00| 20.00000 240000.00
ROCK EXCAVATION | | |
0090 203.25 230.000 M3 | 15.00000 3450.00| 15.00000 3450.00| 20.00000 4600.00
GRANULAR BORROW | | |
0100 206.061 50.000 M3 | 20.00000 1000.00| 20.50000 1025.00| 25.00000 1250.00
STRUCTURAL EARTH EXCAVATION - DRAINAGE | | |
AND MINOR STRUCTURES, BELOW GRADE | | |
LETTING DATE : 10/30/02 MAINE DEPARTMENT OF TRANSPORTATION DATE : 10/30/02
PAGE : 2
LOCATION : DIXFIELD TABULATION OF BIDS
CONTRACT ID : 004329.20
=========
====================================================================================================================================
|( 1 ) 000460 |( 2 ) 000403 |( 3 ) 001094
|M & H LOGGING AND CONSTRUCT |PRATT & SONS INC. |K & K EXCAVATION, INC.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0110 206.07 83.000 M3 | 100.00000 8300.00| 108.00000 8964.00| 110.00000 9130.00
STRUCTURAL ROCK EXCAVATION - DRAINAGE | | |
AND MINOR STRUCTURES | | |
0120 304.10 24400.000 M3 | 12.00000 292800.00| 15.00000 366000.00| 16.75000 408700.00
AGGREGATE SUBBASE COURSE - GRAVEL | | |
0130 307.331 9350.000 M2 | 1.50000 14025.00| 5.60000 52360.00| 1.00000 9350.00
COLD IN-PLACE RECYCLED PAVEMENT | | |
(UNTREATED) | | |
0140 403.207 6200.000 MG | 37.00000 229400.00| 34.20000 212040.00| 37.50000 232500.00
HOT MIX ASPHALT 19.0 MM NOMINAL MAX SIZ | | |
0150 403.208 3830.000 MG | 37.50000 143625.00| 34.70000 132901.00| 38.00000 145540.00
HOT MIX ASPHALT 12.5 MM NOMINAL MAX SIZ | | |
0160 403.209 74.000 MG | 140.00000 10360.00| 84.65000 6264.10| 90.00000 6660.00
HOT MIX ASPHALT 9.5 MM(SIDEWALKS,DRIVES | | |
INCIDENTAL ) | | |
0170 403.213 2750.000 MG | 37.50000 103125.00| 34.70000 95425.00| 39.00000 107250.00
HOT MIX ASPHALT 12.5 MM NOMINAL MAX | | |
SIZE - BASE | | |
0180 409.15 7750.000 L | 1.10000 8525.00| 0.98000 7595.00| 1.10000 8525.00
BITUMINOUS TACK COAT APPLIED | | |
0190 502.21 70.000 M3 | 1000.00000 70000.00| 1130.00000 79100.00| 550.00000 38500.00
STRUCTURAL CONCRETE, ABUTMENTS AND | | |
RETAINING WALLS | | |
0200 502.56 10.000 M3 | 200.00000 2000.00| 195.00000 1950.00| 300.00000 3000.00
CONCRETE FILL | | |
0210 503.12 3200.000 KG | 1.00000 3200.00| 0.90000 2880.00| 1.00000 3200.00
REINFORCING STEEL, FABRICATED AND | | |
DELIVERED | | |
0220 503.13 3200.000 KG | 1.00000 3200.00| 1.00000 3200.00| 1.00000 3200.00
REINFORCING STEEL, PLACING | | |
0230 511.07 LUMP| 6000.00000 6000.00| 6550.00000 6550.00| 5000.00000 5000.00
COFFERDAM: | | |
0240 512.081 22.000 LS | 2000.00000 2000.00| 1555.00000 1555.00| 4000.00000 4000.00
FRENCH DRAINS | | |
0250 514.06 1.000 EA | 800.00000 800.00| 1420.00000 1420.00| 1000.00000 1000.00
CURING BOX FOR CONCRETE CYLINDERS | | |
0260 534.71 48.000 LS | 55000.00000 55000.00| 61500.00000 61500.00| 100000.00000 100000.00
PRECAST CONCRETE BOX CULVERT | | |
0270 603.159 37.000 M | 130.00000 4810.00| 160.00000 5920.00| 110.00000 4070.00
300 MM CULVERT PIPE OPTION III | | |
0280 603.16 77.000 M | 75.00000 5775.00| 54.00000 4158.00| 85.00000 6545.00
375 MM CULVERT PIPE OPTION I | | |
LETTING DATE : 10/30/02 MAINE DEPARTMENT OF TRANSPORTATION DATE : 10/30/02
PAGE : 3
LOCATION : DIXFIELD TABULATION OF BIDS
CONTRACT ID : 004329.20
=========
====================================================================================================================================
|( 1 ) 000460 |( 2 ) 000403 |( 3 ) 001094
|M & H LOGGING AND CONSTRUCT |PRATT & SONS INC. |K & K EXCAVATION, INC.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0290 603.17 199.000 M | 70.00000 13930.00| 70.00000 13930.00| 94.00000 18706.00
450 MM CULVERT PIPE OPTION I | | |
0300 603.1752 26.000 M | 150.00000 3900.00| 125.00000 3250.00| 80.00000 2080.00
450 MM RCP CLASS IV | | |
0310 603.179 26.000 M | 140.00000 3640.00| 125.00000 3250.00| 130.00000 3380.00
450 MM CULVERT PIPE OPTION III | | |
0320 603.189 24.000 M | 150.00000 3600.00| 139.00000 3336.00| 135.00000 3240.00
525 MM CULVERT PIPE OPTION III | | |
0330 603.19 57.000 M | 130.00000 7410.00| 93.00000 5301.00| 120.00000 6840.00
600 MM CULVERT PIPE OPTION I | | |
0340 603.199 78.000 M | 170.00000 13260.00| 158.00000 12324.00| 180.00000 14040.00
600 MM CULVERT PIPE OPTION III | | |
0350 603.209 88.000 M | 190.00000 16720.00| 183.00000 16104.00| 205.00000 18040.00
750 MM CULVERT PIPE OPTION III | | |
0360 603.219 20.000 M | 230.00000 4600.00| 203.00000 4060.00| 240.00000 4800.00
900 MM CULVERT PIPE OPTION III | | |
0370 603.42 66.000 M | 210.00000 13860.00| 186.00000 12276.00| 195.00000 12870.00
750 MM REINFORCED CONCRETE PIPE CLASS I | | |
0380 603.45 32.000 M | 400.00000 12800.00| 328.00000 10496.00| 500.00000 16000.00
1200 MM REINFORCED CONCRETE PIPE CLASS | | |
IV | | |
0390 604.092 3.000 EA | 2000.00000 6000.00| 1500.00000 4500.00| 1200.00000 3600.00
CATCH BASIN TYPE B1-C | | |
0400 604.11 1.000 EA | 2000.00000 2000.00| 2000.00000 2000.00| 1200.00000 1200.00
CATCH BASIN TYPE C1 | | |
0410 604.245 2.000 EA | 1000.00000 2000.00| 1500.00000 3000.00| 1200.00000 2400.00
CATCH BASIN TYPE F4-C | | |
0420 604.247 1.000 EA | 1100.00000 1100.00| 1500.00000 1500.00| 1200.00000 1200.00
CATCH BASIN TYPE F5-C | | |
0430 604.249 2.000 EA | 1300.00000 2600.00| 1600.00000 3200.00| 1500.00000 3000.00
CATCH BASIN TYPE F6-C | | |
0440 605.09 238.000 M | 70.00000 16660.00| 75.00000 17850.00| 50.00000 11900.00
150 MM UNDERDRAIN TYPE B | | |
0450 605.10 67.000 M | 70.00000 4690.00| 67.00000 4489.00| 50.00000 3350.00
150 MM UNDERDRAIN OUTLET | | |
0460 606.265 3.000 EA | 45.00000 135.00| 41.00000 123.00| 40.00000 120.00
TERMINAL END - SINGLE RAIL - GALVANIZED | | |
STEEL | | |
0470 606.35 24.000 EA | 30.00000 720.00| 25.50000 612.00| 28.00000 672.00
GUARDRAIL DELINEATOR POST | | |
0480 606.47 22.000 EA | 35.00000 770.00| 31.00000 682.00| 32.00000 704.00
SINGLE WOOD POST | | |
LETTING DATE : 10/30/02 MAINE DEPARTMENT OF TRANSPORTATION DATE : 10/30/02
PAGE : 4
LOCATION : DIXFIELD TABULATION OF BIDS
CONTRACT ID : 004329.20
=========
====================================================================================================================================
|( 1 ) 000460 |( 2 ) 000403 |( 3 ) 001094
|M & H LOGGING AND CONSTRUCT |PRATT & SONS INC. |K & K EXCAVATION, INC.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0490 606.55 1010.000 M | 34.00000 34340.00| 31.00000 31310.00| 49.00000 49490.00
GUARDRAIL TYPE 3 - SINGLE RAIL | | |
0500 606.59 21.000 M | 39.00000 819.00| 35.00000 735.00| 45.00000 945.00
GUARDRAIL TYPE 3 - 4.5 M RADIUS AND LES | | |
0510 606.60 23.000 M | 39.00000 897.00| 35.00000 805.00| 50.00000 1150.00
GUARDRAIL TYPE 3 - OVER 4.5 METER RADIU | | |
0520 606.74 16.000 M | 100.00000 1600.00| 91.00000 1456.00| 100.00000 1600.00
GUARDRAIL TYPE 3 - SINGLE RAIL BRIDGE | | |
MOUNTED | | |
0530 606.79 11.000 EA | 2000.00000 22000.00| 1840.00000 20240.00| 600.00000 6600.00
GUARDRAIL 350 FLARED TERMINAL | | |
0540 609.247 4.000 EA | 220.00000 880.00| 133.00000 532.00| 200.00000 800.00
TERMINAL CURB TYPE 2 - 2.1 METER | | |
0550 609.31 800.000 M | 12.50000 10000.00| 15.00000 12000.00| 13.00000 10400.00
CURB TYPE 3 | | |
0560 610.08 530.000 M3 | 40.00000 21200.00| 49.00000 25970.00| 50.00000 26500.00
PLAIN RIPRAP | | |
0570 610.18 20.000 M3 | 55.00000 1100.00| 49.00000 980.00| 40.00000 800.00
STONE DITCH PROTECTION | | |
0580 612.06 240.000 M2 | 5.00000 1200.00| 5.00000 1200.00| 7.00000 1680.00
BITUMINOUS SEALING - BLACK | | |
0590 613.319 8750.000 M2 | 2.50000 21875.00| 1.20000 10500.00| 2.25000 19687.50
EROSION CONTROL BLANKET | | |
0600 615.07 2150.000 M3 | 30.00000 64500.00| 22.00000 47300.00| 34.00000 73100.00
LOAM | | |
0610 618.1301 48.000 UN | 31.00000 1488.00| 29.00000 1392.00| 22.00000 1056.00
SEEDING METHOD NUMBER 1 - PLAN QUANTITY | | |
0620 618.1401 265.000 UN | 14.00000 3710.00| 12.50000 3312.50| 13.00000 3445.00
SEEDING METHOD NUMBER 2 - PLAN QUANTITY | | |
0630 618.1411 230.000 UN | 32.00000 7360.00| 30.00000 6900.00| 33.00000 7590.00
SEEDING METHOD NUMBER 3 - PLAN QUANTITY | | |
0640 618.19 460.000 KG | 1.20000 552.00| 1.00000 460.00| 6.00000 2760.00
REFERTILIZATION | | |
0650 618.20 31.000 KG | 2.20000 68.20| 2.00000 62.00| 3.00000 93.00
ANNUAL RYE GRASS SEED | | |
0660 619.1201 940.000 UN | 8.00000 7520.00| 7.00000 6580.00| 6.00000 5640.00
MULCH - PLAN QUANTITY | | |
0670 620.58 1310.000 M2 | 3.00000 3930.00| 1.65000 2161.50| 3.00000 3930.00
EROSION CONTROL GEOTEXTILE | | |
0680 621.038 20.000 EA | 170.00000 3400.00| 150.00000 3000.00| 200.00000 4000.00
EVERGREEN TREES (1500 MM - 1800 MM) | | |
GROUP B | | |
LETTING DATE : 10/30/02 MAINE DEPARTMENT OF TRANSPORTATION DATE : 10/30/02
PAGE : 5
LOCATION : DIXFIELD TABULATION OF BIDS
CONTRACT ID : 004329.20
=========
====================================================================================================================================
|( 1 ) 000460 |( 2 ) 000403 |( 3 ) 001094
|M & H LOGGING AND CONSTRUCT |PRATT & SONS INC. |K & K EXCAVATION, INC.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0690 621.267 20.000 EA | 350.00000 7000.00| 320.00000 6400.00| 220.00000 4400.00
LARGE DECIDUOUS TREE (45 MM - 50 MM | | |
CALIPER) GROUP A | | |
0700 621.552 15.000 EA | 75.00000 1125.00| 69.00000 1035.00| 100.00000 1500.00
DECIDUOUS SHRUBS (900 MM - 1200 MM) | | |
GROUP A | | |
0710 627.711 13000.000 M | 0.30000 3900.00| 0.30000 3900.00| 0.50000 6500.00
WHITE OR YELLOW PAINTED PAVEMENT | | |
MARKING LINE (PLAN QUANTITY ) | | |
0720 627.75 9.000 M2 | 25.00000 225.00| 23.30000 209.70| 25.00000 225.00
WHITE OR YELLOW PAVEMENT AND CURB | | |
MARKING | | |
0730 627.76 LUMP| 1500.00000 1500.00| 3200.00000 3200.00| 5000.00000 5000.00
TEMPORARY PAVEMENT MARKING LINE, WHITE | | |
OR YELLOW | | |
0740 629.05 20.000 MH | 20.00000 400.00| 33.50000 670.00| 22.00000 440.00
HAND LABOR, STRAIGHT TIME | | |
0750 631.12 20.000 HR | 80.00000 1600.00| 107.00000 2140.00| 100.00000 2000.00
ALL PURPOSE EXCAVATOR (INCLUDING | | |
OPERATOR) | | |
0760 631.172 20.000 HR | 40.00000 800.00| 40.00000 800.00| 45.00000 900.00
TRUCK - LARGE (INCLUDING OPERATOR) | | |
0770 631.20 10.000 HR | 75.00000 750.00| 100.00000 1000.00| 100.00000 1000.00
STUMP CHIPPER (INCLUDING OPERATOR) | | |
0780 631.32 5.000 HR | 50.00000 250.00| 180.00000 900.00| 125.00000 625.00
CULVERT CLEANER (INCLUDING OPERATOR) | | |
0790 635.14 610.000 M2 | 450.00000 274500.00| 530.00000 323300.00| 360.00000 219600.00
PREFABRICATED CONCRETE MODULAR GRAVITY | | |
WALL | | |
0800 637.071 LUMP| 15000.00000 15000.00| 11000.00000 11000.00| 8000.00000 8000.00
DUST CONTROL | | |
0810 639.18 1.000 EA | 6000.00000 6000.00| 12000.00000 12000.00| 15000.00000 15000.00
FIELD OFFICE TYPE A | | |
0820 652.31 20.000 EA | 65.00000 1300.00| 55.00000 1100.00| 50.00000 1000.00
TYPE I BARRICADE | | |
0830 652.311 20.000 EA | 85.00000 1700.00| 55.00000 1100.00| 50.00000 1000.00
TYPE II BARRICADE | | |
0840 652.33 100.000 EA | 35.00000 3500.00| 70.00000 7000.00| 50.00000 5000.00
DRUM | | |
0850 652.34 100.000 EA | 16.00000 1600.00| 14.00000 1400.00| 15.00000 1500.00
CONE | | |
LETTING DATE : 10/30/02 MAINE DEPARTMENT OF TRANSPORTATION DATE : 10/30/02
PAGE : 6
LOCATION : DIXFIELD TABULATION OF BIDS
CONTRACT ID : 004329.20
=========
====================================================================================================================================
|( 1 ) 000460 |( 2 ) 000403 |( 3 ) 001094
|M & H LOGGING AND CONSTRUCT |PRATT & SONS INC. |K & K EXCAVATION, INC.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0860 652.35 100.000 M2 | 50.00000 5000.00| 103.00000 10300.00| 100.00000 10000.00
CONSTRUCTION SIGNS | | |
0870 652.361 250.000 LS | 6000.00000 6000.00| 45500.00000 45500.00| 30000.00000 30000.00
MAINTENANCE OF TRAFFIC CONTROL DEVICES | | |
0880 652.38 4000.000 MH | 16.00000 64000.00| 14.50000 58000.00| 14.00000 56000.00
FLAGGER | | |
0890 656.75 LUMP| 18000.00000 18000.00| 33000.00000 33000.00| 15000.00000 15000.00
TEMPORARY SOIL EROSION AND WATER | | |
POLLUTION CONTROL | | |
0900 657.24 230.000 UN | 11.00000 2530.00| 12.00000 2760.00| 1.00000 230.00
SEEDING PITS | | |
0910 659.10 LUMP| 194500.00000 194500.00| 114000.00000 114000.00| 275000.00000 275000.00
MOBILIZATION | | |
0920 660.21 3000.000 MH | 12.00000 36000.00| 1.00000 3000.00| 1.00000 3000.00
ON-THE-JOB TRAINING (BID) | | |
SECTION TOTALS | $ 2,686,409.20| $ 2,885,245.80| $ 2,930,398.50
------------------------------------------+----------------------------+----------------------------+-------------------------------
CONTRACT TOTALS | $ 2,686,409.20| $ 2,885,245.80| $ 2,930,398.50
====================================================================================================================================
LETTING DATE : 10/30/02 MAINE DEPARTMENT OF TRANSPORTATION DATE : 10/30/02
PAGE : 7
LOCATION : DIXFIELD TABULATION OF BIDS
CONTRACT ID : 004329.20
=========
====================================================================================================================================
|( 4 ) 000164 |( 5 ) 000014 |( 6 ) 000272
|C P M CONSTRUCTORS |FARRIN BROS. & SMITH, 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 3.300 HA | 30000.00000 99000.00| 9000.00000 29700.00| 10000.00000 33000.00
CLEARING | | |
0020 201.23 19.000 EA | 400.00000 7600.00| 500.00000 9500.00| 400.00000 7600.00
REMOVING SINGLE TREE TOP ONLY | | |
0030 201.24 33.000 EA | 100.00000 3300.00| 200.00000 6600.00| 110.00000 3630.00
REMOVING STUMP | | |
0040 202.08 LUMP| 15000.00000 15000.00| 10000.00000 10000.00| 30300.00000 30300.00
REMOVING BUILDING NO.: 1 | | |
0050 202.12 20.000 M3 | 750.00000 15000.00| 360.00000 7200.00| 330.00000 6600.00
REMOVING EXISTING STRUCTURAL CONCRETE | | |
0060 202.19 1.000 LS | 20000.00000 20000.00| 15000.00000 15000.00| 5500.00000 5500.00
REMOVING EXISTING BRIDGE (BOX CULVERT) | | |
0070 203.20 58100.000 M3 | 8.00000 464800.00| 10.50000 610050.00| 10.00000 581000.00
COMMON EXCAVATION | | |
0080 203.21 12000.000 M3 | 35.00000 420000.00| 38.00000 456000.00| 36.00000 432000.00
ROCK EXCAVATION | | |
0090 203.25 230.000 M3 | 30.00000 6900.00| 20.00000 4600.00| 35.00000 8050.00
GRANULAR BORROW | | |
0100 206.061 50.000 M3 | 18.00000 900.00| 20.00000 1000.00| 40.00000 2000.00
STRUCTURAL EARTH EXCAVATION - DRAINAGE | | |
AND MINOR STRUCTURES, BELOW GRADE | | |
0110 206.07 83.000 M3 | 100.00000 8300.00| 150.00000 12450.00| 120.00000 9960.00
STRUCTURAL ROCK EXCAVATION - DRAINAGE | | |
AND MINOR STRUCTURES | | |
0120 304.10 24400.000 M3 | 15.00000 366000.00| 16.00000 390400.00| 20.00000 488000.00
AGGREGATE SUBBASE COURSE - GRAVEL | | |
0130 307.331 9350.000 M2 | 4.00000 37400.00| 3.50000 32725.00| 4.00000 37400.00
COLD IN-PLACE RECYCLED PAVEMENT | | |
(UNTREATED) | | |
0140 403.207 6200.000 MG | 34.20000 212040.00| 34.20000 212040.00| 37.00000 229400.00
HOT MIX ASPHALT 19.0 MM NOMINAL MAX SIZ | | |
0150 403.208 3830.000 MG | 34.70000 132901.00| 34.70000 132901.00| 38.00000 145540.00
HOT MIX ASPHALT 12.5 MM NOMINAL MAX SIZ | | |
0160 403.209 74.000 MG | 84.65000 6264.10| 84.65000 6264.10| 120.00000 8880.00
HOT MIX ASPHALT 9.5 MM(SIDEWALKS,DRIVES | | |
INCIDENTAL ) | | |
0170 403.213 2750.000 MG | 34.70000 95425.00| 34.70000 95425.00| 38.00000 104500.00
HOT MIX ASPHALT 12.5 MM NOMINAL MAX | | |
SIZE - BASE | | |
LETTING DATE : 10/30/02 MAINE DEPARTMENT OF TRANSPORTATION DATE : 10/30/02
PAGE : 8
LOCATION : DIXFIELD TABULATION OF BIDS
CONTRACT ID : 004329.20
=========
====================================================================================================================================
|( 4 ) 000164 |( 5 ) 000014 |( 6 ) 000272
|C P M CONSTRUCTORS |FARRIN BROS. & SMITH, INC. |A & V CONSTRUCTION, CORP.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0180 409.15 7750.000 L | 1.00000 7750.00| 0.98000 7595.00| 1.00000 7750.00
BITUMINOUS TACK COAT APPLIED | | |
0190 502.21 70.000 M3 | 1200.00000 84000.00| 950.00000 66500.00| 1100.00000 77000.00
STRUCTURAL CONCRETE, ABUTMENTS AND | | |
RETAINING WALLS | | |
0200 502.56 10.000 M3 | 550.00000 5500.00| 200.00000 2000.00| 190.00000 1900.00
CONCRETE FILL | | |
0210 503.12 3200.000 KG | 1.00000 3200.00| 1.00000 3200.00| 1.00000 3200.00
REINFORCING STEEL, FABRICATED AND | | |
DELIVERED | | |
0220 503.13 3200.000 KG | 1.00000 3200.00| 0.50000 1600.00| 1.00000 3200.00
REINFORCING STEEL, PLACING | | |
0230 511.07 LUMP| 4000.00000 4000.00| 7500.00000 7500.00| 6500.00000 6500.00
COFFERDAM: | | |
0240 512.081 22.000 LS | 4000.00000 4000.00| 2500.00000 2500.00| 1600.00000 1600.00
FRENCH DRAINS | | |
0250 514.06 1.000 EA | 750.00000 750.00| 850.00000 850.00| 1300.00000 1300.00
CURING BOX FOR CONCRETE CYLINDERS | | |
0260 534.71 48.000 LS | 75000.00000 75000.00| 73500.00000 73500.00| 60000.00000 60000.00
PRECAST CONCRETE BOX CULVERT | | |
0270 603.159 37.000 M | 80.00000 2960.00| 185.00000 6845.00| 170.00000 6290.00
300 MM CULVERT PIPE OPTION III | | |
0280 603.16 77.000 M | 90.00000 6930.00| 85.00000 6545.00| 62.00000 4774.00
375 MM CULVERT PIPE OPTION I | | |
0290 603.17 199.000 M | 95.00000 18905.00| 95.00000 18905.00| 69.00000 13731.00
450 MM CULVERT PIPE OPTION I | | |
0300 603.1752 26.000 M | 175.00000 4550.00| 200.00000 5200.00| 250.00000 6500.00
450 MM RCP CLASS IV | | |
0310 603.179 26.000 M | 175.00000 4550.00| 185.00000 4810.00| 210.00000 5460.00
450 MM CULVERT PIPE OPTION III | | |
0320 603.189 24.000 M | 215.00000 5160.00| 195.00000 4680.00| 240.00000 5760.00
525 MM CULVERT PIPE OPTION III | | |
0330 603.19 57.000 M | 130.00000 7410.00| 105.00000 5985.00| 100.00000 5700.00
600 MM CULVERT PIPE OPTION I | | |
0340 603.199 78.000 M | 280.00000 21840.00| 200.00000 15600.00| 270.00000 21060.00
600 MM CULVERT PIPE OPTION III | | |
0350 603.209 88.000 M | 310.00000 27280.00| 250.00000 22000.00| 350.00000 30800.00
750 MM CULVERT PIPE OPTION III | | |
0360 603.219 20.000 M | 400.00000 8000.00| 300.00000 6000.00| 400.00000 8000.00
900 MM CULVERT PIPE OPTION III | | |
0370 603.42 66.000 M | 300.00000 19800.00| 300.00000 19800.00| 450.00000 29700.00
750 MM REINFORCED CONCRETE PIPE CLASS I | | |
LETTING DATE : 10/30/02 MAINE DEPARTMENT OF TRANSPORTATION DATE : 10/30/02
PAGE : 9
LOCATION : DIXFIELD TABULATION OF BIDS
CONTRACT ID : 004329.20
=========
====================================================================================================================================
|( 4 ) 000164 |( 5 ) 000014 |( 6 ) 000272
|C P M CONSTRUCTORS |FARRIN BROS. & SMITH, INC. |A & V CONSTRUCTION, CORP.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0380 603.45 32.000 M | 450.00000 14400.00| 400.00000 12800.00| 540.00000 17280.00
1200 MM REINFORCED CONCRETE PIPE CLASS | | |
IV | | |
0390 604.092 3.000 EA | 2000.00000 6000.00| 1600.00000 4800.00| 1600.00000 4800.00
CATCH BASIN TYPE B1-C | | |
0400 604.11 1.000 EA | 2000.00000 2000.00| 1600.00000 1600.00| 1700.00000 1700.00
CATCH BASIN TYPE C1 | | |
0410 604.245 2.000 EA | 1000.00000 2000.00| 1200.00000 2400.00| 1100.00000 2200.00
CATCH BASIN TYPE F4-C | | |
0420 604.247 1.000 EA | 1300.00000 1300.00| 1200.00000 1200.00| 1200.00000 1200.00
CATCH BASIN TYPE F5-C | | |
0430 604.249 2.000 EA | 1500.00000 3000.00| 1200.00000 2400.00| 1300.00000 2600.00
CATCH BASIN TYPE F6-C | | |
0440 605.09 238.000 M | 60.00000 14280.00| 65.00000 15470.00| 80.00000 19040.00
150 MM UNDERDRAIN TYPE B | | |
0450 605.10 67.000 M | 60.00000 4020.00| 45.00000 3015.00| 75.00000 5025.00
150 MM UNDERDRAIN OUTLET | | |
0460 606.265 3.000 EA | 40.00000 120.00| 40.00000 120.00| 43.00000 129.00
TERMINAL END - SINGLE RAIL - GALVANIZED | | |
STEEL | | |
0470 606.35 24.000 EA | 25.00000 600.00| 25.00000 600.00| 27.00000 648.00
GUARDRAIL DELINEATOR POST | | |
0480 606.47 22.000 EA | 30.00000 660.00| 30.00000 660.00| 32.00000 704.00
SINGLE WOOD POST | | |
0490 606.55 1010.000 M | 31.00000 31310.00| 30.18000 30481.80| 32.00000 32320.00
GUARDRAIL TYPE 3 - SINGLE RAIL | | |
0500 606.59 21.000 M | 35.00000 735.00| 34.12000 716.52| 37.00000 777.00
GUARDRAIL TYPE 3 - 4.5 M RADIUS AND LES | | |
0510 606.60 23.000 M | 35.00000 805.00| 34.12000 784.76| 37.00000 851.00
GUARDRAIL TYPE 3 - OVER 4.5 METER RADIU | | |
0520 606.74 16.000 M | 90.00000 1440.00| 89.07000 1425.12| 95.00000 1520.00
GUARDRAIL TYPE 3 - SINGLE RAIL BRIDGE | | |
MOUNTED | | |
0530 606.79 11.000 EA | 1800.00000 19800.00| 1800.00000 19800.00| 1900.00000 20900.00
GUARDRAIL 350 FLARED TERMINAL | | |
0540 609.247 4.000 EA | 200.00000 800.00| 350.00000 1400.00| 280.00000 1120.00
TERMINAL CURB TYPE 2 - 2.1 METER | | |
0550 609.31 800.000 M | 11.40000 9120.00| 10.66000 8528.00| 13.00000 10400.00
CURB TYPE 3 | | |
0560 610.08 530.000 M3 | 50.00000 26500.00| 60.00000 31800.00| 35.00000 18550.00
PLAIN RIPRAP | | |
LETTING DATE : 10/30/02 MAINE DEPARTMENT OF TRANSPORTATION DATE : 10/30/02
PAGE : 10
LOCATION : DIXFIELD TABULATION OF BIDS
CONTRACT ID : 004329.20
=========
====================================================================================================================================
|( 4 ) 000164 |( 5 ) 000014 |( 6 ) 000272
|C P M CONSTRUCTORS |FARRIN BROS. & SMITH, INC. |A & V CONSTRUCTION, CORP.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0570 610.18 20.000 M3 | 50.00000 1000.00| 65.00000 1300.00| 56.00000 1120.00
STONE DITCH PROTECTION | | |
0580 612.06 240.000 M2 | 4.00000 960.00| 1.00000 240.00| 3.00000 720.00
BITUMINOUS SEALING - BLACK | | |
0590 613.319 8750.000 M2 | 2.00000 17500.00| 1.75000 15312.50| 3.00000 26250.00
EROSION CONTROL BLANKET | | |
0600 615.07 2150.000 M3 | 30.00000 64500.00| 15.00000 32250.00| 25.00000 53750.00
LOAM | | |
0610 618.1301 48.000 UN | 21.00000 1008.00| 28.00000 1344.00| 30.00000 1440.00
SEEDING METHOD NUMBER 1 - PLAN QUANTITY | | |
0620 618.1401 265.000 UN | 12.00000 3180.00| 12.00000 3180.00| 13.00000 3445.00
SEEDING METHOD NUMBER 2 - PLAN QUANTITY | | |
0630 618.1411 230.000 UN | 29.00000 6670.00| 29.00000 6670.00| 31.00000 7130.00
SEEDING METHOD NUMBER 3 - PLAN QUANTITY | | |
0640 618.19 460.000 KG | 6.00000 2760.00| 1.00000 460.00| 1.00000 460.00
REFERTILIZATION | | |
0650 618.20 31.000 KG | 2.00000 62.00| 2.00000 62.00| 2.00000 62.00
ANNUAL RYE GRASS SEED | | |
0660 619.1201 940.000 UN | 6.00000 5640.00| 6.94000 6523.60| 8.00000 7520.00
MULCH - PLAN QUANTITY | | |
0670 620.58 1310.000 M2 | 2.00000 2620.00| 4.00000 5240.00| 1.00000 1310.00
EROSION CONTROL GEOTEXTILE | | |
0680 621.038 20.000 EA | 200.00000 4000.00| 147.50000 2950.00| 160.00000 3200.00
EVERGREEN TREES (1500 MM - 1800 MM) | | |
GROUP B | | |
0690 621.267 20.000 EA | 200.00000 4000.00| 310.00000 6200.00| 440.00000 8800.00
LARGE DECIDUOUS TREE (45 MM - 50 MM | | |
CALIPER) GROUP A | | |
0700 621.552 15.000 EA | 75.00000 1125.00| 65.00000 975.00| 77.00000 1155.00
DECIDUOUS SHRUBS (900 MM - 1200 MM) | | |
GROUP A | | |
0710 627.711 13000.000 M | 0.27000 3510.00| 0.26500 3445.00| 0.30000 3900.00
WHITE OR YELLOW PAINTED PAVEMENT | | |
MARKING LINE (PLAN QUANTITY ) | | |
0720 627.75 9.000 M2 | 22.50000 202.50| 22.50000 202.50| 52.00000 468.00
WHITE OR YELLOW PAVEMENT AND CURB | | |
MARKING | | |
0730 627.76 LUMP| 0.20000 0.20| 5000.00000 5000.00| 5100.00000 5100.00
TEMPORARY PAVEMENT MARKING LINE, WHITE | | |
OR YELLOW | | |
0740 629.05 20.000 MH | 25.00000 500.00| 30.00000 600.00| 40.00000 800.00
HAND LABOR, STRAIGHT TIME | | |
LETTING DATE : 10/30/02 MAINE DEPARTMENT OF TRANSPORTATION DATE : 10/30/02
PAGE : 11
LOCATION : DIXFIELD TABULATION OF BIDS
CONTRACT ID : 004329.20
=========
====================================================================================================================================
|( 4 ) 000164 |( 5 ) 000014 |( 6 ) 000272
|C P M CONSTRUCTORS |FARRIN BROS. & SMITH, INC. |A & V CONSTRUCTION, CORP.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0750 631.12 20.000 HR | 85.00000 1700.00| 85.00000 1700.00| 120.00000 2400.00
ALL PURPOSE EXCAVATOR (INCLUDING | | |
OPERATOR) | | |
0760 631.172 20.000 HR | 45.00000 900.00| 40.00000 800.00| 50.00000 1000.00
TRUCK - LARGE (INCLUDING OPERATOR) | | |
0770 631.20 10.000 HR | 125.00000 1250.00| 10.00000 100.00| 120.00000 1200.00
STUMP CHIPPER (INCLUDING OPERATOR) | | |
0780 631.32 5.000 HR | 175.00000 875.00| 10.00000 50.00| 140.00000 700.00
CULVERT CLEANER (INCLUDING OPERATOR) | | |
0790 635.14 610.000 M2 | 375.00000 228750.00| 475.00000 289750.00| 540.00000 329400.00
PREFABRICATED CONCRETE MODULAR GRAVITY | | |
WALL | | |
0800 637.071 LUMP| 25000.00000 25000.00| 25000.00000 25000.00| 15400.00000 15400.00
DUST CONTROL | | |
0810 639.18 1.000 EA | 10000.00000 10000.00| 15000.00000 15000.00| 8000.00000 8000.00
FIELD OFFICE TYPE A | | |
0820 652.31 20.000 EA | 50.00000 1000.00| 35.00000 700.00| 60.00000 1200.00
TYPE I BARRICADE | | |
0830 652.311 20.000 EA | 55.00000 1100.00| 35.00000 700.00| 60.00000 1200.00
TYPE II BARRICADE | | |
0840 652.33 100.000 EA | 60.00000 6000.00| 35.00000 3500.00| 60.00000 6000.00
DRUM | | |
0850 652.34 100.000 EA | 25.00000 2500.00| 15.00000 1500.00| 25.00000 2500.00
CONE | | |
0860 652.35 100.000 M2 | 122.00000 12200.00| 85.00000 8500.00| 90.00000 9000.00
CONSTRUCTION SIGNS | | |
0870 652.361 250.000 LS | 25000.00000 25000.00| 10000.00000 10000.00| 45000.00000 45000.00
MAINTENANCE OF TRAFFIC CONTROL DEVICES | | |
0880 652.38 4000.000 MH | 13.40000 53600.00| 15.00000 60000.00| 19.00000 76000.00
FLAGGER | | |
0890 656.75 LUMP| 26000.00000 26000.00| 40000.00000 40000.00| 30000.00000 30000.00
TEMPORARY SOIL EROSION AND WATER | | |
POLLUTION CONTROL | | |
0900 657.24 230.000 UN | 1.00000 230.00| 10.00000 2300.00| 11.00000 2530.00
SEEDING PITS | | |
0910 659.10 LUMP| 280000.00000 280000.00| 165180.00000 165180.00| 350000.00000 350000.00
MOBILIZATION | | |
0920 660.21 3000.000 MH | 0.01000 30.00| 7.50000 22500.00| 1.00000 3000.00
ON-THE-JOB TRAINING (BID) | | |
SECTION TOTALS | $ 3,159,877.80| $ 3,192,705.90| $ 3,586,509.00
------------------------------------------+----------------------------+----------------------------+-------------------------------
CONTRACT TOTALS | $ 3,159,877.80| $ 3,192,705.90| $ 3,586,509.00
====================================================================================================================================