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LETTING DATE : 08/01/01 MAINE DEPARTMENT OF TRANSPORTATION DATE : 12/06/01
PAGE : 1
LOCATION : CLIFTON TABULATION OF BIDS
AMHERST
CONTRACT ID : 008464.00
=========
PROJECT(S): NH-HP-8464(00)E COUNTIE(S) : HANCOCK MAINE STATE DEPTARTMENT OF TRANSPORTATION
PENOBSCOT A TRUE COPY : __________________________
TITLE : __________________________
ATTEST : _______________________________
CONTRACT DESCRIPTION : RURAL HIGHWAY CONSTRUCTION NOTARY PUBLIC
--------------------------------------------------------------------------------------------------------------------------
TOTAL % OVER
RANK VENDOR NO./NAME BID LOW BID
--------------------------------------------------------------------------------------------------------------------------
1 000010 THOMAS DICENZO, INC. $ 2,889,995.05 100.0000%
2 000104 ROBERT WARDWELL & SONS, INC. $ 2,998,729.50 103.7624%
3 000022 THE LANE CONSTRUCTION CORP. $ 3,152,972.53 109.0996%
4 000855 BRIDGECORP $ 3,175,102.83 109.8653%
5 000036 H E SARGENT, INC. $ 3,236,086.83 111.9755%
6 000304 LOU SILVER INC. $ 3,408,614.39 117.9453%
7 001104 FUNDY CONTRACTORS, INC. $ 3,486,819.57 120.6514%
8 000649 SARGENT & SARGENT, INC. $ 3,562,276.93 123.2624%
====================================================================================================================================
|( 1 ) 000010 |( 2 ) 000104 |( 3 ) 000022
|THOMAS DICENZO, INC. |ROBERT WARDWELL & SONS, INC |THE LANE 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 7.000 HA | 1000.00000 7000.00| 2000.00000 14000.00| 3000.00000 21000.00
CLEARING | | |
0020 201.23 1.000 EA | 1000.00000 1000.00| 400.00000 400.00| 400.00000 400.00
REMOVING SINGLE TREE TOP ONLY | | |
0030 201.24 1.000 EA | 200.00000 200.00| 300.00000 300.00| 300.00000 300.00
REMOVING STUMP | | |
0040 202.08 LUMP| 1000.00000 1000.00| 1000.00000 1000.00| 1000.00000 1000.00
REMOVING BUILDING NO.: 1 | | |
0050 203.20 133749.000 M3 | 4.60000 615245.40| 7.00000 936243.00| 6.50000 869368.50
COMMON EXCAVATION | | |
0060 203.21 9100.000 M3 | 26.00000 236600.00| 7.00000 63700.00| 18.70000 170170.00
ROCK EXCAVATION | | |
0070 203.242 3000.000 M3 | 10.00000 30000.00| 14.00000 42000.00| 14.00000 42000.00
DIRTY BORROW | | |
0080 203.25 1400.000 M3 | 10.00000 14000.00| 12.00000 16800.00| 12.00000 16800.00
GRANULAR BORROW | | |
0090 203.27 1450.000 M3 | 15.00000 21750.00| 27.00000 39150.00| 27.00000 39150.00
ROCK BORROW | | |
LETTING DATE : 08/01/01 MAINE DEPARTMENT OF TRANSPORTATION DATE : 12/06/01
PAGE : 2
LOCATION : CLIFTON TABULATION OF BIDS
AMHERST
CONTRACT ID : 008464.00
=========
====================================================================================================================================
|( 1 ) 000010 |( 2 ) 000104 |( 3 ) 000022
|THOMAS DICENZO, INC. |ROBERT WARDWELL & SONS, INC |THE LANE CONSTRUCTION CORP.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0100 206.0619 20.000 M3 | 200.00000 4000.00| 78.00000 1560.00| 78.00000 1560.00
STRUCTURAL ROCK EXCAVATION - DRAINAGE | | |
AND MINOR STRUCTURES - BELOW GRADE | | |
0110 304.10 34250.000 M3 | 10.60000 363050.00| 11.87000 406547.50| 12.20000 417850.00
AGGREGATE SUBBASE COURSE - GRAVEL | | |
0120 403.207 13800.000 MG | 36.00000 496800.00| 33.20000 458160.00| 33.20000 458160.00
HOT MIX ASPHALT 19.0 MM NOMINAL MAX SIZ | | |
0130 403.208 6025.000 MG | 38.00000 228950.00| 35.60000 214490.00| 35.60000 214490.00
HOT MIX ASPHALT 12.5 MM NOMINAL MAX SIZ | | |
0140 403.209 45.000 MG | 80.00000 3600.00| 80.00000 3600.00| 80.00000 3600.00
HOT MIX ASPHALT 9.5 MM(SIDEWALKS,DRIVES | | |
INCIDENTAL ) | | |
0150 403.213 3350.000 MG | 38.00000 127300.00| 33.20000 111220.00| 33.20000 111220.00
HOT MIX ASPHALT 12.5 MM NOMINAL MAX | | |
SIZE - BASE | | |
0160 409.15 8250.000 L | 1.25000 10312.50| 1.20000 9900.00| 1.20000 9900.00
BITUMINOUS TACK COAT APPLIED | | |
0170 603.159 23.800 M | 80.00000 1904.00| 90.00000 2142.00| 100.00000 2380.00
300 MM CULVERT PIPE OPTION III | | |
0180 603.16 103.100 M | 87.00000 8969.70| 90.00000 9279.00| 90.00000 9279.00
375 MM CULVERT PIPE OPTION I | | |
0190 603.179 226.300 M | 107.00000 24214.10| 200.00000 45260.00| 200.00000 45260.00
450 MM CULVERT PIPE OPTION III | | |
0200 603.199 112.200 M | 147.00000 16493.40| 230.00000 25806.00| 230.00000 25806.00
600 MM CULVERT PIPE OPTION III | | |
0210 603.229 49.200 M | 250.00000 12300.00| 325.00000 15990.00| 325.00000 15990.00
1050 MM CULVERT PIPE OPTION III | | |
0220 603.239 28.000 M | 300.00000 8400.00| 410.00000 11480.00| 410.00000 11480.00
1200 MM CULVERT PIPE OPTION III | | |
0230 604.092 8.000 EA | 1500.00000 12000.00| 1470.00000 11760.00| 1470.00000 11760.00
CATCH BASIN TYPE B1-C | | |
0240 606.23 1592.580 M | 33.50000 53351.43| 30.75000 48971.84| 31.00000 49369.98
GUARDRAIL TYPE 3C - SINGLE RAIL | | |
0250 606.232 72.390 M | 36.20000 2620.52| 34.50000 2497.46| 35.00000 2533.65
GUARDRAIL TYPE 3C - OVER 4.5 M RADIUS | | |
0260 606.265 5.000 EA | 36.75000 183.75| 30.00000 150.00| 30.00000 150.00
TERMINAL END - SINGLE RAIL - GALVANIZED | | |
STEEL | | |
0270 606.35 27.000 EA | 31.50000 850.50| 30.00000 810.00| 30.00000 810.00
GUARDRAIL DELINEATOR POST | | |
0280 606.47 3.000 EA | 26.25000 78.75| 30.00000 90.00| 30.00000 90.00
SINGLE WOOD POST | | |
LETTING DATE : 08/01/01 MAINE DEPARTMENT OF TRANSPORTATION DATE : 12/06/01
PAGE : 3
LOCATION : CLIFTON TABULATION OF BIDS
AMHERST
CONTRACT ID : 008464.00
=========
====================================================================================================================================
|( 1 ) 000010 |( 2 ) 000104 |( 3 ) 000022
|THOMAS DICENZO, INC. |ROBERT WARDWELL & SONS, INC |THE LANE CONSTRUCTION CORP.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0290 606.79 11.000 EA | 1600.00000 17600.00| 1095.00000 12045.00| 1095.00000 12045.00
GUARDRAIL 350 FLARED TERMINAL | | |
0300 609.31 930.000 M | 16.00000 14880.00| 12.00000 11160.00| 12.00000 11160.00
CURB TYPE 3 | | |
0310 610.08 310.000 M3 | 26.50000 8215.00| 40.00000 12400.00| 40.00000 12400.00
PLAIN RIPRAP | | |
0320 610.18 1250.000 M3 | 26.50000 33125.00| 33.00000 41250.00| 33.00000 41250.00
STONE DITCH PROTECTION | | |
0330 612.06 30.000 M2 | 6.00000 180.00| 3.00000 90.00| 3.00000 90.00
BITUMINOUS SEALING - BLACK | | |
0340 613.319 3920.000 M2 | 1.50000 5880.00| 1.80000 7056.00| 1.80000 7056.00
TEMPORARY EROSION CONTROL BLANKET | | |
0350 617.381 1500.000 M3 | 20.00000 30000.00| 36.00000 54000.00| 36.00000 54000.00
WOOD WASTE EROSION CONTROL MIX | | |
0360 618.1401 275.000 UN | 15.00000 4125.00| 14.00000 3850.00| 14.00000 3850.00
SEEDING METHOD NUMBER 2 - PLAN QUANTITY | | |
0370 618.1411 330.000 UN | 25.20000 8316.00| 24.00000 7920.00| 24.00000 7920.00
SEEDING METHOD NUMBER 3 - PLAN QUANTITY | | |
0380 618.16 440.000 KG | 19.00000 8360.00| 18.00000 7920.00| 18.00000 7920.00
CROWN VETCH SEED | | |
0390 618.20 40.000 KG | 2.50000 100.00| 2.00000 80.00| 2.00000 80.00
ANNUAL RYE GRASS SEED | | |
0400 618.25 10.000 M3 | 27.00000 270.00| 25.00000 250.00| 25.00000 250.00
APPLIED WATER | | |
0410 619.1201 590.000 UN | 7.90000 4661.00| 7.50000 4425.00| 7.50000 4425.00
MULCH - PLAN QUANTITY | | |
0420 620.58 4810.000 M2 | 2.00000 9620.00| 2.00000 9620.00| 2.00000 9620.00
EROSION CONTROL GEOTEXTILE | | |
0430 620.60 3500.000 M2 | 5.15000 18025.00| 5.70000 19950.00| 5.70000 19950.00
REINFORCEMENT GEOTEXTILE | | |
0440 627.71 6800.000 M | 0.51000 3468.00| 0.49000 3332.00| 0.49000 3332.00
100 MM WHITE PAVEMENT MARKING LINE | | |
0450 627.73 9700.000 M | 0.62000 6014.00| 0.59000 5723.00| 0.49000 4753.00
100 MM YELLOW PAVEMENT MARKING LINE | | |
0460 627.75 5.000 M2 | 95.00000 475.00| 86.08000 430.40| 86.08000 430.40
WHITE OR YELLOW PAVEMENT AND CURB | | |
MARKING | | |
0470 627.78 29100.000 M | 0.62000 18042.00| 0.59000 17169.00| 0.59000 17169.00
TEMPORARY 100 MM PAINTED PAVEMENT | | |
MARKING LINE, WHITE OR YELLOW | | |
0480 629.05 40.000 MH | 18.00000 720.00| 21.00000 840.00| 21.00000 840.00
HAND LABOR, STRAIGHT TIME | | |
LETTING DATE : 08/01/01 MAINE DEPARTMENT OF TRANSPORTATION DATE : 12/06/01
PAGE : 4
LOCATION : CLIFTON TABULATION OF BIDS
AMHERST
CONTRACT ID : 008464.00
=========
====================================================================================================================================
|( 1 ) 000010 |( 2 ) 000104 |( 3 ) 000022
|THOMAS DICENZO, INC. |ROBERT WARDWELL & SONS, INC |THE LANE CONSTRUCTION CORP.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0490 631.12 40.000 HR | 85.00000 3400.00| 80.00000 3200.00| 80.00000 3200.00
ALL PURPOSE EXCAVATOR (INCLUDING | | |
OPERATOR) | | |
0500 631.13 10.000 HR | 75.00000 750.00| 65.00000 650.00| 65.00000 650.00
BULLDOZER (INCLUDING OPERATOR) | | |
0510 631.14 10.000 HR | 75.00000 750.00| 90.00000 900.00| 90.00000 900.00
GRADER (INCLUDING OPERATOR) | | |
0520 631.172 40.000 HR | 40.00000 1600.00| 42.00000 1680.00| 42.00000 1680.00
TRUCK - LARGE (INCLUDING OPERATOR) | | |
0530 631.18 10.000 HR | 32.00000 320.00| 33.23000 332.30| 30.00000 300.00
CHAIN SAW RENTAL (INCLUDING OPERATOR) | | |
0540 637.071 LUMP| 10000.00000 10000.00| 14000.00000 14000.00| 14000.00000 14000.00
DUST CONTROL | | |
0550 639.18 1.000 EA | 6500.00000 6500.00| 10300.00000 10300.00| 6000.00000 6000.00
FIELD OFFICE TYPE A | | |
0560 639.21 LUMP| 3000.00000 3000.00| 4200.00000 4200.00| 3500.00000 3500.00
TESTING FACILITIES SOILS | | |
0570 652.31 60.000 EA | 35.00000 2100.00| 45.00000 2700.00| 15.00000 900.00
TYPE I BARRICADE | | |
0580 652.311 25.000 EA | 35.00000 875.00| 45.00000 1125.00| 30.00000 750.00
TYPE II BARRICADE | | |
0590 652.33 75.000 EA | 40.00000 3000.00| 75.00000 5625.00| 25.00000 1875.00
DRUM | | |
0600 652.34 150.000 EA | 20.00000 3000.00| 14.00000 2100.00| 12.00000 1800.00
CONE | | |
0610 652.35 100.000 M2 | 90.00000 9000.00| 87.00000 8700.00| 86.00000 8600.00
CONSTRUCTION SIGNS | | |
0620 652.36 170.000 CD | 60.00000 10200.00| 100.00000 17000.00| 120.00000 20400.00
MAINTENANCE OF TRAFFIC CONTROL DEVICES | | |
0630 652.38 5000.000 MH | 12.75000 63750.00| 12.53000 62650.00| 15.00000 75000.00
FLAGGER | | |
0640 659.10 LUMP| 274500.00000 274500.00| 147000.00000 147000.00| 240000.00000 240000.00
MOBILIZATION | | |
0650 660.21 3000.000 MH | 1.00000 3000.00| 1.25000 3750.00| 1.00000 3000.00
ON-THE-JOB TRAINING (BID) | | |
SECTION TOTALS | $ 2,889,995.05| $ 2,998,729.50| $ 3,152,972.53
------------------------------------------+----------------------------+----------------------------+-------------------------------
CONTRACT TOTALS | $ 2,889,995.05| $ 2,998,729.50| $ 3,152,972.53
====================================================================================================================================
LETTING DATE : 08/01/01 MAINE DEPARTMENT OF TRANSPORTATION DATE : 12/06/01
PAGE : 5
LOCATION : CLIFTON TABULATION OF BIDS
AMHERST
CONTRACT ID : 008464.00
=========
====================================================================================================================================
|( 4 ) 000855 |( 5 ) 000036 |( 6 ) 000304
|BRIDGECORP |H E SARGENT, INC. |LOU SILVER 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 7.000 HA | 100.00000 700.00| 100.00000 700.00| 2750.00000 19250.00
CLEARING | | |
0020 201.23 1.000 EA | 600.00000 600.00| 500.00000 500.00| 335.00000 335.00
REMOVING SINGLE TREE TOP ONLY | | |
0030 201.24 1.000 EA | 250.00000 250.00| 500.00000 500.00| 140.00000 140.00
REMOVING STUMP | | |
0040 202.08 LUMP| 1.00000 1.00| 5000.00000 5000.00| 1500.00000 1500.00
REMOVING BUILDING NO.: 1 | | |
0050 203.20 133749.000 M3 | 5.25000 702182.25| 6.00000 802494.00| 6.32000 845293.68
COMMON EXCAVATION | | |
0060 203.21 9100.000 M3 | 21.00000 191100.00| 20.00000 182000.00| 31.00000 282100.00
ROCK EXCAVATION | | |
0070 203.242 3000.000 M3 | 10.00000 30000.00| 14.00000 42000.00| 14.00000 42000.00
DIRTY BORROW | | |
0080 203.25 1400.000 M3 | 6.00000 8400.00| 8.00000 11200.00| 13.65000 19110.00
GRANULAR BORROW | | |
0090 203.27 1450.000 M3 | 10.00000 14500.00| 3.00000 4350.00| 7.00000 10150.00
ROCK BORROW | | |
0100 206.0619 20.000 M3 | 30.00000 600.00| 8.00000 160.00| 77.75000 1555.00
STRUCTURAL ROCK EXCAVATION - DRAINAGE | | |
AND MINOR STRUCTURES - BELOW GRADE | | |
0110 304.10 34250.000 M3 | 12.00000 411000.00| 13.00000 445250.00| 16.00000 548000.00
AGGREGATE SUBBASE COURSE - GRAVEL | | |
0120 403.207 13800.000 MG | 34.00000 469200.00| 33.20000 458160.00| 33.20000 458160.00
HOT MIX ASPHALT 19.0 MM NOMINAL MAX SIZ | | |
0130 403.208 6025.000 MG | 36.00000 216900.00| 35.60000 214490.00| 35.60000 214490.00
HOT MIX ASPHALT 12.5 MM NOMINAL MAX SIZ | | |
0140 403.209 45.000 MG | 150.00000 6750.00| 80.00000 3600.00| 80.00000 3600.00
HOT MIX ASPHALT 9.5 MM(SIDEWALKS,DRIVES | | |
INCIDENTAL ) | | |
0150 403.213 3350.000 MG | 34.00000 113900.00| 33.20000 111220.00| 33.20000 111220.00
HOT MIX ASPHALT 12.5 MM NOMINAL MAX | | |
SIZE - BASE | | |
0160 409.15 8250.000 L | 1.50000 12375.00| 1.20000 9900.00| 1.20000 9900.00
BITUMINOUS TACK COAT APPLIED | | |
0170 603.159 23.800 M | 75.00000 1785.00| 81.00000 1927.80| 285.00000 6783.00
300 MM CULVERT PIPE OPTION III | | |
0180 603.16 103.100 M | 90.00000 9279.00| 84.00000 8660.40| 49.00000 5051.90
375 MM CULVERT PIPE OPTION I | | |
LETTING DATE : 08/01/01 MAINE DEPARTMENT OF TRANSPORTATION DATE : 12/06/01
PAGE : 6
LOCATION : CLIFTON TABULATION OF BIDS
AMHERST
CONTRACT ID : 008464.00
=========
====================================================================================================================================
|( 4 ) 000855 |( 5 ) 000036 |( 6 ) 000304
|BRIDGECORP |H E SARGENT, INC. |LOU SILVER INC.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0190 603.179 226.300 M | 160.00000 36208.00| 98.00000 22177.40| 135.00000 30550.50
450 MM CULVERT PIPE OPTION III | | |
0200 603.199 112.200 M | 170.00000 19074.00| 117.00000 13127.40| 96.65000 10844.13
600 MM CULVERT PIPE OPTION III | | |
0210 603.229 49.200 M | 400.00000 19680.00| 231.00000 11365.20| 285.00000 14022.00
1050 MM CULVERT PIPE OPTION III | | |
0220 603.239 28.000 M | 450.00000 12600.00| 277.00000 7756.00| 260.00000 7280.00
1200 MM CULVERT PIPE OPTION III | | |
0230 604.092 8.000 EA | 1650.00000 13200.00| 1700.00000 13600.00| 1110.00000 8880.00
CATCH BASIN TYPE B1-C | | |
0240 606.23 1592.580 M | 40.00000 63703.20| 31.00000 49369.98| 33.00000 52555.14
GUARDRAIL TYPE 3C - SINGLE RAIL | | |
0250 606.232 72.390 M | 42.00000 3040.38| 35.00000 2533.65| 36.00000 2606.04
GUARDRAIL TYPE 3C - OVER 4.5 M RADIUS | | |
0260 606.265 5.000 EA | 42.00000 210.00| 30.00000 150.00| 40.00000 200.00
TERMINAL END - SINGLE RAIL - GALVANIZED | | |
STEEL | | |
0270 606.35 27.000 EA | 36.00000 972.00| 30.00000 810.00| 35.00000 945.00
GUARDRAIL DELINEATOR POST | | |
0280 606.47 3.000 EA | 30.00000 90.00| 30.00000 90.00| 30.00000 90.00
SINGLE WOOD POST | | |
0290 606.79 11.000 EA | 1900.00000 20900.00| 1100.00000 12100.00| 1550.00000 17050.00
GUARDRAIL 350 FLARED TERMINAL | | |
0300 609.31 930.000 M | 19.00000 17670.00| 12.00000 11160.00| 12.00000 11160.00
CURB TYPE 3 | | |
0310 610.08 310.000 M3 | 80.00000 24800.00| 46.00000 14260.00| 44.00000 13640.00
PLAIN RIPRAP | | |
0320 610.18 1250.000 M3 | 40.00000 50000.00| 46.00000 57500.00| 32.00000 40000.00
STONE DITCH PROTECTION | | |
0330 612.06 30.000 M2 | 9.60000 288.00| 3.00000 90.00| 3.00000 90.00
BITUMINOUS SEALING - BLACK | | |
0340 613.319 3920.000 M2 | 2.00000 7840.00| 2.00000 7840.00| 1.40000 5488.00
TEMPORARY EROSION CONTROL BLANKET | | |
0350 617.381 1500.000 M3 | 20.00000 30000.00| 45.00000 67500.00| 33.00000 49500.00
WOOD WASTE EROSION CONTROL MIX | | |
0360 618.1401 275.000 UN | 17.00000 4675.00| 14.00000 3850.00| 15.00000 4125.00
SEEDING METHOD NUMBER 2 - PLAN QUANTITY | | |
0370 618.1411 330.000 UN | 30.00000 9900.00| 40.00000 13200.00| 40.00000 13200.00
SEEDING METHOD NUMBER 3 - PLAN QUANTITY | | |
0380 618.16 440.000 KG | 22.00000 9680.00| 39.00000 17160.00| 40.00000 17600.00
CROWN VETCH SEED | | |
LETTING DATE : 08/01/01 MAINE DEPARTMENT OF TRANSPORTATION DATE : 12/06/01
PAGE : 7
LOCATION : CLIFTON TABULATION OF BIDS
AMHERST
CONTRACT ID : 008464.00
=========
====================================================================================================================================
|( 4 ) 000855 |( 5 ) 000036 |( 6 ) 000304
|BRIDGECORP |H E SARGENT, INC. |LOU SILVER INC.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0390 618.20 40.000 KG | 2.50000 100.00| 1.50000 60.00| 1.75000 70.00
ANNUAL RYE GRASS SEED | | |
0400 618.25 10.000 M3 | 30.00000 300.00| 35.00000 350.00| 70.00000 700.00
APPLIED WATER | | |
0410 619.1201 590.000 UN | 9.00000 5310.00| 8.00000 4720.00| 7.50000 4425.00
MULCH - PLAN QUANTITY | | |
0420 620.58 4810.000 M2 | 3.00000 14430.00| 1.50000 7215.00| 2.50000 12025.00
EROSION CONTROL GEOTEXTILE | | |
0430 620.60 3500.000 M2 | 6.00000 21000.00| 4.00000 14000.00| 3.00000 10500.00
REINFORCEMENT GEOTEXTILE | | |
0440 627.71 6800.000 M | 0.60000 4080.00| 0.50000 3400.00| 0.50000 3400.00
100 MM WHITE PAVEMENT MARKING LINE | | |
0450 627.73 9700.000 M | 0.75000 7275.00| 0.50000 4850.00| 0.50000 4850.00
100 MM YELLOW PAVEMENT MARKING LINE | | |
0460 627.75 5.000 M2 | 110.00000 550.00| 93.00000 465.00| 90.00000 450.00
WHITE OR YELLOW PAVEMENT AND CURB | | |
MARKING | | |
0470 627.78 29100.000 M | 0.75000 21825.00| 0.50000 14550.00| 0.50000 14550.00
TEMPORARY 100 MM PAINTED PAVEMENT | | |
MARKING LINE, WHITE OR YELLOW | | |
0480 629.05 40.000 MH | 22.00000 880.00| 25.00000 1000.00| 19.00000 760.00
HAND LABOR, STRAIGHT TIME | | |
0490 631.12 40.000 HR | 105.00000 4200.00| 100.00000 4000.00| 80.00000 3200.00
ALL PURPOSE EXCAVATOR (INCLUDING | | |
OPERATOR) | | |
0500 631.13 10.000 HR | 85.00000 850.00| 100.00000 1000.00| 100.00000 1000.00
BULLDOZER (INCLUDING OPERATOR) | | |
0510 631.14 10.000 HR | 100.00000 1000.00| 120.00000 1200.00| 75.00000 750.00
GRADER (INCLUDING OPERATOR) | | |
0520 631.172 40.000 HR | 45.00000 1800.00| 45.00000 1800.00| 44.00000 1760.00
TRUCK - LARGE (INCLUDING OPERATOR) | | |
0530 631.18 10.000 HR | 30.00000 300.00| 30.00000 300.00| 23.50000 235.00
CHAIN SAW RENTAL (INCLUDING OPERATOR) | | |
0540 637.071 LUMP| 25000.00000 25000.00| 75500.00000 75500.00| 23000.00000 23000.00
DUST CONTROL | | |
0550 639.18 1.000 EA | 8000.00000 8000.00| 8500.00000 8500.00| 8000.00000 8000.00
FIELD OFFICE TYPE A | | |
0560 639.21 LUMP| 1000.00000 1000.00| 2000.00000 2000.00| 10000.00000 10000.00
TESTING FACILITIES SOILS | | |
0570 652.31 60.000 EA | 70.00000 4200.00| 100.00000 6000.00| 100.00000 6000.00
TYPE I BARRICADE | | |
LETTING DATE : 08/01/01 MAINE DEPARTMENT OF TRANSPORTATION DATE : 12/06/01
PAGE : 8
LOCATION : CLIFTON TABULATION OF BIDS
AMHERST
CONTRACT ID : 008464.00
=========
====================================================================================================================================
|( 4 ) 000855 |( 5 ) 000036 |( 6 ) 000304
|BRIDGECORP |H E SARGENT, INC. |LOU SILVER INC.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0580 652.311 25.000 EA | 80.00000 2000.00| 100.00000 2500.00| 90.00000 2250.00
TYPE II BARRICADE | | |
0590 652.33 75.000 EA | 70.00000 5250.00| 95.00000 7125.00| 75.00000 5625.00
DRUM | | |
0600 652.34 150.000 EA | 20.00000 3000.00| 30.00000 4500.00| 25.00000 3750.00
CONE | | |
0610 652.35 100.000 M2 | 105.00000 10500.00| 50.00000 5000.00| 125.00000 12500.00
CONSTRUCTION SIGNS | | |
0620 652.36 170.000 CD | 60.00000 10200.00| 210.00000 35700.00| 75.00000 12750.00
MAINTENANCE OF TRAFFIC CONTROL DEVICES | | |
0630 652.38 5000.000 MH | 11.00000 55000.00| 15.00000 75000.00| 13.00000 65000.00
FLAGGER | | |
0640 659.10 LUMP| 430000.00000 430000.00| 324600.00000 324600.00| 277600.00000 277600.00
MOBILIZATION | | |
0650 660.21 3000.000 MH | 1.00000 3000.00| 1.00000 3000.00| 15.00000 45000.00
ON-THE-JOB TRAINING (BID) | | |
SECTION TOTALS | $ 3,175,102.83| $ 3,236,086.83| $ 3,408,614.39
------------------------------------------+----------------------------+----------------------------+-------------------------------
CONTRACT TOTALS | $ 3,175,102.83| $ 3,236,086.83| $ 3,408,614.39
====================================================================================================================================
LETTING DATE : 08/01/01 MAINE DEPARTMENT OF TRANSPORTATION DATE : 12/06/01
PAGE : 9
LOCATION : CLIFTON TABULATION OF BIDS
AMHERST
CONTRACT ID : 008464.00
=========
====================================================================================================================================
|( 7 ) 001104 |( 8 ) 000649 |( )
|FUNDY CONTRACTORS, INC. |SARGENT & SARGENT, 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 7.000 HA | 3000.00000 21000.00| 500.00000 3500.00|
CLEARING | | |
0020 201.23 1.000 EA | 300.00000 300.00| 250.00000 250.00|
REMOVING SINGLE TREE TOP ONLY | | |
0030 201.24 1.000 EA | 300.00000 300.00| 250.00000 250.00|
REMOVING STUMP | | |
0040 202.08 LUMP| 3180.00000 3180.00| 1500.00000 1500.00|
REMOVING BUILDING NO.: 1 | | |
0050 203.20 133749.000 M3 | 5.40000 722244.60| 8.75000 1170303.75|
COMMON EXCAVATION | | |
0060 203.21 9100.000 M3 | 30.00000 273000.00| 8.75000 79625.00|
ROCK EXCAVATION | | |
0070 203.242 3000.000 M3 | 25.55000 76650.00| 15.00000 45000.00|
DIRTY BORROW | | |
0080 203.25 1400.000 M3 | 13.12000 18368.00| 15.00000 21000.00|
GRANULAR BORROW | | |
0090 203.27 1450.000 M3 | 11.61000 16834.50| 10.00000 14500.00|
ROCK BORROW | | |
0100 206.0619 20.000 M3 | 426.62000 8532.40| 75.00000 1500.00|
STRUCTURAL ROCK EXCAVATION - DRAINAGE | | |
AND MINOR STRUCTURES - BELOW GRADE | | |
0110 304.10 34250.000 M3 | 12.73000 436002.50| 16.00000 548000.00|
AGGREGATE SUBBASE COURSE - GRAVEL | | |
0120 403.207 13800.000 MG | 41.59000 573942.00| 34.00000 469200.00|
HOT MIX ASPHALT 19.0 MM NOMINAL MAX SIZ | | |
0130 403.208 6025.000 MG | 41.65000 250941.25| 37.00000 222925.00|
HOT MIX ASPHALT 12.5 MM NOMINAL MAX SIZ | | |
0140 403.209 45.000 MG | 93.59000 4211.55| 80.00000 3600.00|
HOT MIX ASPHALT 9.5 MM(SIDEWALKS,DRIVES | | |
INCIDENTAL ) | | |
0150 403.213 3350.000 MG | 39.26000 131521.00| 34.00000 113900.00|
HOT MIX ASPHALT 12.5 MM NOMINAL MAX | | |
SIZE - BASE | | |
0160 409.15 8250.000 L | 1.40000 11550.00| 1.20000 9900.00|
BITUMINOUS TACK COAT APPLIED | | |
0170 603.159 23.800 M | 135.00000 3213.00| 80.00000 1904.00|
300 MM CULVERT PIPE OPTION III | | |
0180 603.16 103.100 M | 100.00000 10310.00| 70.00000 7217.00|
375 MM CULVERT PIPE OPTION I | | |
LETTING DATE : 08/01/01 MAINE DEPARTMENT OF TRANSPORTATION DATE : 12/06/01
PAGE : 10
LOCATION : CLIFTON TABULATION OF BIDS
AMHERST
CONTRACT ID : 008464.00
=========
====================================================================================================================================
|( 7 ) 001104 |( 8 ) 000649 |( )
|FUNDY CONTRACTORS, INC. |SARGENT & SARGENT, INC. |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0190 603.179 226.300 M | 100.00000 22630.00| 100.00000 22630.00|
450 MM CULVERT PIPE OPTION III | | |
0200 603.199 112.200 M | 120.00000 13464.00| 130.00000 14586.00|
600 MM CULVERT PIPE OPTION III | | |
0210 603.229 49.200 M | 255.00000 12546.00| 250.00000 12300.00|
1050 MM CULVERT PIPE OPTION III | | |
0220 603.239 28.000 M | 362.00000 10136.00| 300.00000 8400.00|
1200 MM CULVERT PIPE OPTION III | | |
0230 604.092 8.000 EA | 2500.00000 20000.00| 1500.00000 12000.00|
CATCH BASIN TYPE B1-C | | |
0240 606.23 1592.580 M | 37.25000 59323.61| 33.00000 52555.14|
GUARDRAIL TYPE 3C - SINGLE RAIL | | |
0250 606.232 72.390 M | 40.68000 2944.83| 36.00000 2606.04|
GUARDRAIL TYPE 3C - OVER 4.5 M RADIUS | | |
0260 606.265 5.000 EA | 40.95000 204.75| 35.00000 175.00|
TERMINAL END - SINGLE RAIL - GALVANIZED | | |
STEEL | | |
0270 606.35 27.000 EA | 35.10000 947.70| 30.00000 810.00|
GUARDRAIL DELINEATOR POST | | |
0280 606.47 3.000 EA | 29.25000 87.75| 25.00000 75.00|
SINGLE WOOD POST | | |
0290 606.79 11.000 EA | 1784.08000 19624.88| 1650.00000 18150.00|
GUARDRAIL 350 FLARED TERMINAL | | |
0300 609.31 930.000 M | 14.04000 13057.20| 15.00000 13950.00|
CURB TYPE 3 | | |
0310 610.08 310.000 M3 | 27.00000 8370.00| 40.00000 12400.00|
PLAIN RIPRAP | | |
0320 610.18 1250.000 M3 | 38.60000 48250.00| 30.00000 37500.00|
STONE DITCH PROTECTION | | |
0330 612.06 30.000 M2 | 3.50000 105.00| 3.00000 90.00|
BITUMINOUS SEALING - BLACK | | |
0340 613.319 3920.000 M2 | 2.20000 8624.00| 2.00000 7840.00|
TEMPORARY EROSION CONTROL BLANKET | | |
0350 617.381 1500.000 M3 | 28.00000 42000.00| 30.00000 45000.00|
WOOD WASTE EROSION CONTROL MIX | | |
0360 618.1401 275.000 UN | 16.38000 4504.50| 14.00000 3850.00|
SEEDING METHOD NUMBER 2 - PLAN QUANTITY | | |
0370 618.1411 330.000 UN | 46.74000 15424.20| 24.00000 7920.00|
SEEDING METHOD NUMBER 3 - PLAN QUANTITY | | |
0380 618.16 440.000 KG | 45.63000 20077.20| 18.00000 7920.00|
CROWN VETCH SEED | | |
LETTING DATE : 08/01/01 MAINE DEPARTMENT OF TRANSPORTATION DATE : 12/06/01
PAGE : 11
LOCATION : CLIFTON TABULATION OF BIDS
AMHERST
CONTRACT ID : 008464.00
=========
====================================================================================================================================
|( 7 ) 001104 |( 8 ) 000649 |( )
|FUNDY CONTRACTORS, INC. |SARGENT & SARGENT, INC. |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0390 618.20 40.000 KG | 1.76000 70.40| 2.00000 80.00|
ANNUAL RYE GRASS SEED | | |
0400 618.25 10.000 M3 | 44.14000 441.40| 25.00000 250.00|
APPLIED WATER | | |
0410 619.1201 590.000 UN | 9.36000 5522.40| 8.00000 4720.00|
MULCH - PLAN QUANTITY | | |
0420 620.58 4810.000 M2 | 2.35000 11303.50| 2.50000 12025.00|
EROSION CONTROL GEOTEXTILE | | |
0430 620.60 3500.000 M2 | 4.31000 15085.00| 3.00000 10500.00|
REINFORCEMENT GEOTEXTILE | | |
0440 627.71 6800.000 M | 0.57000 3876.00| 0.50000 3400.00|
100 MM WHITE PAVEMENT MARKING LINE | | |
0450 627.73 9700.000 M | 0.69000 6693.00| 0.60000 5820.00|
100 MM YELLOW PAVEMENT MARKING LINE | | |
0460 627.75 5.000 M2 | 100.70000 503.50| 90.00000 450.00|
WHITE OR YELLOW PAVEMENT AND CURB | | |
MARKING | | |
0470 627.78 29100.000 M | 0.69000 20079.00| 0.60000 17460.00|
TEMPORARY 100 MM PAINTED PAVEMENT | | |
MARKING LINE, WHITE OR YELLOW | | |
0480 629.05 40.000 MH | 21.02000 840.80| 30.00000 1200.00|
HAND LABOR, STRAIGHT TIME | | |
0490 631.12 40.000 HR | 135.07000 5402.80| 85.00000 3400.00|
ALL PURPOSE EXCAVATOR (INCLUDING | | |
OPERATOR) | | |
0500 631.13 10.000 HR | 99.98000 999.80| 85.00000 850.00|
BULLDOZER (INCLUDING OPERATOR) | | |
0510 631.14 10.000 HR | 123.37000 1233.70| 90.00000 900.00|
GRADER (INCLUDING OPERATOR) | | |
0520 631.172 40.000 HR | 70.73000 2829.20| 50.00000 2000.00|
TRUCK - LARGE (INCLUDING OPERATOR) | | |
0530 631.18 10.000 HR | 35.63000 356.30| 34.00000 340.00|
CHAIN SAW RENTAL (INCLUDING OPERATOR) | | |
0540 637.071 LUMP| 58500.00000 58500.00| 50000.00000 50000.00|
DUST CONTROL | | |
0550 639.18 1.000 EA | 7020.00000 7020.00| 2500.00000 2500.00|
FIELD OFFICE TYPE A | | |
0560 639.21 LUMP| 11700.00000 11700.00| 5000.00000 5000.00|
TESTING FACILITIES SOILS | | |
0570 652.31 60.000 EA | 82.00000 4920.00| 30.00000 1800.00|
TYPE I BARRICADE | | |
LETTING DATE : 08/01/01 MAINE DEPARTMENT OF TRANSPORTATION DATE : 12/06/01
PAGE : 12
LOCATION : CLIFTON TABULATION OF BIDS
AMHERST
CONTRACT ID : 008464.00
=========
====================================================================================================================================
|( 7 ) 001104 |( 8 ) 000649 |( )
|FUNDY CONTRACTORS, INC. |SARGENT & SARGENT, INC. |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0580 652.311 25.000 EA | 88.00000 2200.00| 30.00000 750.00|
TYPE II BARRICADE | | |
0590 652.33 75.000 EA | 70.00000 5250.00| 30.00000 2250.00|
DRUM | | |
0600 652.34 150.000 EA | 25.00000 3750.00| 15.00000 2250.00|
CONE | | |
0610 652.35 100.000 M2 | 82.00000 8200.00| 50.00000 5000.00|
CONSTRUCTION SIGNS | | |
0620 652.36 170.000 CD | 108.00000 18360.00| 50.00000 8500.00|
MAINTENANCE OF TRAFFIC CONTROL DEVICES | | |
0630 652.38 5000.000 MH | 14.33000 71650.00| 14.00000 70000.00|
FLAGGER | | |
0640 659.10 LUMP| 332610.35000 332610.35| 350000.00000 350000.00|
MOBILIZATION | | |
0650 660.21 3000.000 MH | 1.00000 3000.00| 2.00000 6000.00|
ON-THE-JOB TRAINING (BID) | | |
SECTION TOTALS | $ 3,486,819.57| $ 3,562,276.93| $ 0.00
------------------------------------------+----------------------------+----------------------------+-------------------------------
CONTRACT TOTALS | $ 3,486,819.57| $ 3,562,276.93| $
====================================================================================================================================