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LETTING DATE : 01/30/02 MAINE DEPARTMENT OF TRANSPORTATION DATE : 07/10/02
PAGE : 1
LOCATION : TABULATION OF BIDS
CONTRACT ID : 009048.00 COMPLETION DATE : 09/30/02
=========
PROJECT(S): 9048.00 COUNTIE(S) : ANDROSCOGGIN MAINE STATE DEPARTMENT OF TRANSPORTATION
A TRUE COPY : __________________________
TITLE : __________________________
ATTEST : ____________________________ CONTRACT DESCRIPTION : BRIDGE REPLACEMENT NOTARY PUBLIC
--------------------------------------------------------------------------------------------------------------------------
TOTAL % OVER
RANK VENDOR NO./NAME BID LOW BID
--------------------------------------------------------------------------------------------------------------------------
1 000272 A & V CONSTRUCTION, CORP. $ 147,532.80 100.0000%
2 000460 M & H LOGGING AND CONSTRUCTION $ 159,400.00 108.0438%
3 000403 PRATT & SONS INC. $ 163,071.08 110.5321%
4 000063 WYMAN & SIMPSON, INC. $ 164,048.00 111.1943%
5 001401 S & A DRAKE INC. $ 177,816.27 120.5266%
6 000416 T BUCK CONSTRUCTION INC. $ 183,999.99 124.7180%
7 001076 CONSTRUCTION DIVERS, INC. $ 185,334.35 125.6225%
====================================================================================================================================
|( 1 ) 000272 |( 2 ) 000460 |( 3 ) 000403
|A & V CONSTRUCTION, CORP. |M & H LOGGING AND CONSTRUCT |PRATT & SONS INC.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0001 Category Number 0001
| | |
0010 203.20 377.000 M3 | 10.00000 3770.00| 13.00000 4901.00| 9.00000 3393.00
COMMON EXCAVATION | | |
0020 203.24 48.000 M3 | 10.00000 480.00| 12.50000 600.00| 40.00000 1920.00
COMMON BORROW | | |
0030 203.25 362.000 M3 | 20.00000 7240.00| 21.00000 7602.00| 42.00000 15204.00
GRANULAR BORROW | | |
0040 206.082 202.000 M3 | 15.00000 3030.00| 30.00000 6060.00| 17.00000 3434.00
STRUCTURAL EARTH EXCAVATION - MAJOR | | |
STRUCTURES | | |
0050 304.10 538.000 M3 | 18.00000 9684.00| 18.00000 9684.00| 27.00000 14526.00
AGGREGATE SUBBASE COURSE - GRAVEL | | |
0060 403.208 80.000 MG | 100.00000 8000.00| 88.00000 7040.00| 100.00000 8000.00
HOT MIX ASPHALT 12.5 MM NOMINAL MAX SIZ | | |
0070 403.209 5.000 MG | 140.00000 700.00| 205.00000 1025.00| 190.00000 950.00
HOT MIX ASPHALT 9.5 MM(SIDEWALKS,DRIVES | | |
INCIDENTAL ) | | |
0080 403.210 75.000 MG | 100.00000 7500.00| 88.00000 6600.00| 100.00000 7500.00
HOT MIX ASPHALT 9.5 MM NOMINAL MAX SIZE | | |
0090 502.21 9.000 M3 | 550.00000 4950.00| 750.00000 6750.00| 1010.00000 9090.00
STRUCTURAL CONCRETE, ABUTMENTS AND | | |
RETAINING WALLS | | |
LETTING DATE : 01/30/02 MAINE DEPARTMENT OF TRANSPORTATION DATE : 07/10/02
PAGE : 2
LOCATION : TABULATION OF BIDS
CONTRACT ID : 009048.00
=========
====================================================================================================================================
|( 1 ) 000272 |( 2 ) 000460 |( 3 ) 000403
|A & V CONSTRUCTION, CORP. |M & H LOGGING AND CONSTRUCT |PRATT & SONS INC.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0100 503.12 528.000 KG | 3.00000 1584.00| 2.00000 1056.00| 1.90000 1003.20
REINFORCING STEEL, FABRICATED AND | | |
DELIVERED | | |
0110 503.13 528.000 KG | 2.00000 1056.00| 2.00000 1056.00| 1.90000 1003.20
REINFORCING STEEL, PLACING | | |
0120 509.13 6956.000 LS | 27000.00000 27000.00| 26000.00000 26000.00| 19000.00000 19000.00
STEEL STRUCTURAL PLATE ARCH | | |
0130 510.11 LUMP| 3000.00000 3000.00| 1200.00000 1200.00| 3750.00000 3750.00
SPECIAL DETOUR, PEDESTRIAN TRAFFIC ONLY | | |
0140 511.07 LUMP| 1500.00000 1500.00| 3000.00000 3000.00| 3365.00000 3365.00
COFFERDAM: Abutment No. 2 | | |
0150 511.07 LUMP| 1500.00000 1500.00| 3000.00000 3000.00| 3365.00000 3365.00
COFFERDAM: Abutment No.1 | | |
0160 526.301 61.000 LS | 1500.00000 1500.00| 2000.00000 2000.00| 1400.00000 1400.00
TEMPORARY CONCRETE BARRIER TYPE I | | |
0170 601.21 25.000 M3 | 200.00000 5000.00| 180.00000 4500.00| 225.00000 5625.00
GABIONS, GALVANIZED | | |
0180 603.16 10.000 M | 65.00000 650.00| 85.00000 850.00| 55.00000 550.00
375 MM CULVERT PIPE OPTION I | | |
0190 603.219 16.000 M | 100.00000 1600.00| 200.00000 3200.00| 195.00000 3120.00
900 MM CULVERT PIPE OPTION III | | |
0200 606.17 30.480 M | 60.00000 1828.80| 54.00000 1645.92| 66.00000 2011.68
GUARDRAIL TYPE 3B - SINGLE RAIL | | |
0210 606.35 6.000 EA | 25.00000 150.00| 52.00000 312.00| 24.00000 144.00
GUARDRAIL DELINEATOR POST | | |
0220 606.78 4.000 EA | 780.00000 3120.00| 750.00000 3000.00| 860.00000 3440.00
LOW VOLUME GUARDRAIL END - TYPE 3 | | |
0230 610.16 200.000 M3 | 50.00000 10000.00| 60.00000 12000.00| 40.00000 8000.00
HEAVY RIPRAP | | |
0240 610.18 35.000 M3 | 75.00000 2625.00| 45.00000 1575.00| 62.00000 2170.00
STONE DITCH PROTECTION | | |
0250 613.319 200.000 M2 | 4.00000 800.00| 5.00000 1000.00| 1.95000 390.00
EROSION CONTROL BLANKET | | |
0260 615.07 35.000 M3 | 30.00000 1050.00| 35.00000 1225.00| 70.00000 2450.00
LOAM | | |
0270 617.381 105.000 M3 | 25.00000 2625.00| 35.00000 3675.00| 48.00000 5040.00
EROSION CONTROL MIX | | |
0280 618.1401 7.000 UN | 40.00000 280.00| 82.50000 577.50| 86.00000 602.00
SEEDING METHOD NUMBER 2 - PLAN QUANTITY | | |
0290 619.1201 7.000 UN | 40.00000 280.00| 71.50000 500.50| 75.00000 525.00
MULCH - PLAN QUANTITY | | |
LETTING DATE : 01/30/02 MAINE DEPARTMENT OF TRANSPORTATION DATE : 07/10/02
PAGE : 3
LOCATION : TABULATION OF BIDS
CONTRACT ID : 009048.00
=========
====================================================================================================================================
|( 1 ) 000272 |( 2 ) 000460 |( 3 ) 000403
|A & V CONSTRUCTION, CORP. |M & H LOGGING AND CONSTRUCT |PRATT & SONS INC.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0300 627.71 200.000 M | 3.00000 600.00| 2.70000 540.00| 2.80000 560.00
100 MM WHITE PAVEMENT MARKING LINE | | |
0310 627.73 100.000 M | 6.00000 600.00| 5.40000 540.00| 5.80000 580.00
100 MM YELLOW PAVEMENT MARKING LINE | | |
0320 629.05 20.000 MH | 25.00000 500.00| 20.00000 400.00| 36.00000 720.00
HAND LABOR, STRAIGHT TIME | | |
0330 631.12 20.000 HR | 80.00000 1600.00| 75.00000 1500.00| 104.50000 2090.00
ALL PURPOSE EXCAVATOR (INCLUDING | | |
OPERATOR) | | |
0340 631.172 10.000 HR | 40.00000 400.00| 40.00000 400.00| 47.00000 470.00
TRUCK - LARGE (INCLUDING OPERATOR) | | |
0350 637.071 LUMP| 1500.00000 1500.00| 750.00000 750.00| 1300.00000 1300.00
DUST CONTROL | | |
0360 639.19 1.000 EA | 3500.00000 3500.00| 1200.00000 1200.00| 3100.00000 3100.00
FIELD OFFICE TYPE B | | |
0370 652.312 6.000 EA | 400.00000 2400.00| 160.00000 960.00| 560.00000 3360.00
TYPE III BARRICADE | | |
0380 652.33 20.000 EA | 50.00000 1000.00| 55.00000 1100.00| 80.00000 1600.00
DRUM | | |
0390 652.34 20.000 EA | 16.00000 320.00| 20.00000 400.00| 15.00000 300.00
CONE | | |
0400 652.35 45.000 M2 | 90.00000 4050.00| 130.00000 5850.00| 121.00000 5445.00
CONSTRUCTION SIGNS | | |
0410 652.361 1.000 LS | 2000.00000 2000.00| 1000.00000 1000.00| 3000.00000 3000.00
MAINTENANCE OF TRAFFIC CONTROL DEVICES | | |
0420 652.38 40.000 MH | 14.00000 560.00| 16.00000 640.00| 18.75000 750.00
FLAGGER | | |
0430 656.75 LUMP| 2000.00000 2000.00| 3000.00000 3000.00| 2825.00000 2825.00
TEMPORARY SOIL EROSION AND WATER | | |
POLLUTION CONTROL | | |
0440 659.10 LUMP| 14000.00000 14000.00| 19485.08000 19485.08| 6000.00000 6000.00
MOBILIZATION | | |
SECTION TOTALS | $ 147,532.80| $ 159,400.00| $ 163,071.08
------------------------------------------+----------------------------+----------------------------+-------------------------------
CONTRACT TOTALS | $ 147,532.80| $ 159,400.00| $ 163,071.08
====================================================================================================================================
LETTING DATE : 01/30/02 MAINE DEPARTMENT OF TRANSPORTATION DATE : 07/10/02
PAGE : 4
LOCATION : TABULATION OF BIDS
CONTRACT ID : 009048.00
=========
====================================================================================================================================
|( 4 ) 000063 |( 5 ) 001401 |( 6 ) 000416
|WYMAN & SIMPSON, INC. |S & A DRAKE INC. |T BUCK CONSTRUCTION INC.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0001 Category Number 0001
| | |
0010 203.20 377.000 M3 | 12.00000 4524.00| 10.00000 3770.00| 7.25000 2733.25
COMMON EXCAVATION | | |
0020 203.24 48.000 M3 | 12.00000 576.00| 12.00000 576.00| 20.00000 960.00
COMMON BORROW | | |
0030 203.25 362.000 M3 | 13.00000 4706.00| 17.00000 6154.00| 15.00000 5430.00
GRANULAR BORROW | | |
0040 206.082 202.000 M3 | 10.00000 2020.00| 15.00000 3030.00| 12.50000 2525.00
STRUCTURAL EARTH EXCAVATION - MAJOR | | |
STRUCTURES | | |
0050 304.10 538.000 M3 | 20.00000 10760.00| 17.00000 9146.00| 20.00000 10760.00
AGGREGATE SUBBASE COURSE - GRAVEL | | |
0060 403.208 80.000 MG | 100.00000 8000.00| 95.00000 7600.00| 95.00000 7600.00
HOT MIX ASPHALT 12.5 MM NOMINAL MAX SIZ | | |
0070 403.209 5.000 MG | 150.00000 750.00| 140.00000 700.00| 130.00000 650.00
HOT MIX ASPHALT 9.5 MM(SIDEWALKS,DRIVES | | |
INCIDENTAL ) | | |
0080 403.210 75.000 MG | 100.00000 7500.00| 100.00000 7500.00| 95.00000 7125.00
HOT MIX ASPHALT 9.5 MM NOMINAL MAX SIZE | | |
0090 502.21 9.000 M3 | 1255.00000 11295.00| 450.00000 4050.00| 800.00000 7200.00
STRUCTURAL CONCRETE, ABUTMENTS AND | | |
RETAINING WALLS | | |
0100 503.12 528.000 KG | 2.40000 1267.20| 1.40000 739.20| 1.35000 712.80
REINFORCING STEEL, FABRICATED AND | | |
DELIVERED | | |
0110 503.13 528.000 KG | 1.00000 528.00| 1.40000 739.20| 0.60000 316.80
REINFORCING STEEL, PLACING | | |
0120 509.13 6956.000 LS | 40000.00000 40000.00| 57000.00000 57000.00| 33561.00000 33561.00
STEEL STRUCTURAL PLATE ARCH | | |
0130 510.11 LUMP| 1500.00000 1500.00| 7000.00000 7000.00| 3800.00000 3800.00
SPECIAL DETOUR, PEDESTRIAN TRAFFIC ONLY | | |
0140 511.07 LUMP| 2500.00000 2500.00| 5000.00000 5000.00| 8240.60000 8240.60
COFFERDAM: Abutment No. 2 | | |
0150 511.07 LUMP| 2500.00000 2500.00| 5000.00000 5000.00| 5240.60000 5240.60
COFFERDAM: Abutment No.1 | | |
0160 526.301 61.000 LS | 1500.00000 1500.00| 2000.00000 2000.00| 2500.00000 2500.00
TEMPORARY CONCRETE BARRIER TYPE I | | |
0170 601.21 25.000 M3 | 220.00000 5500.00| 100.00000 2500.00| 265.00000 6625.00
GABIONS, GALVANIZED | | |
0180 603.16 10.000 M | 85.00000 850.00| 50.00000 500.00| 111.00000 1110.00
375 MM CULVERT PIPE OPTION I | | |
LETTING DATE : 01/30/02 MAINE DEPARTMENT OF TRANSPORTATION DATE : 07/10/02
PAGE : 5
LOCATION : TABULATION OF BIDS
CONTRACT ID : 009048.00
=========
====================================================================================================================================
|( 4 ) 000063 |( 5 ) 001401 |( 6 ) 000416
|WYMAN & SIMPSON, INC. |S & A DRAKE INC. |T BUCK CONSTRUCTION INC.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0190 603.219 16.000 M | 150.00000 2400.00| 149.49000 2391.84| 175.00000 2800.00
900 MM CULVERT PIPE OPTION III | | |
0200 606.17 30.480 M | 60.00000 1828.80| 30.48000 929.03| 65.50000 1996.44
GUARDRAIL TYPE 3B - SINGLE RAIL | | |
0210 606.35 6.000 EA | 23.00000 138.00| 36.00000 216.00| 30.00000 180.00
GUARDRAIL DELINEATOR POST | | |
0220 606.78 4.000 EA | 750.00000 3000.00| 800.00000 3200.00| 700.00000 2800.00
LOW VOLUME GUARDRAIL END - TYPE 3 | | |
0230 610.16 200.000 M3 | 50.00000 10000.00| 20.00000 4000.00| 38.00000 7600.00
HEAVY RIPRAP | | |
0240 610.18 35.000 M3 | 60.00000 2100.00| 20.00000 700.00| 44.50000 1557.50
STONE DITCH PROTECTION | | |
0250 613.319 200.000 M2 | 3.00000 600.00| 3.00000 600.00| 2.50000 500.00
EROSION CONTROL BLANKET | | |
0260 615.07 35.000 M3 | 33.00000 1155.00| 20.00000 700.00| 40.00000 1400.00
LOAM | | |
0270 617.381 105.000 M3 | 28.00000 2940.00| 25.00000 2625.00| 76.00000 7980.00
EROSION CONTROL MIX | | |
0280 618.1401 7.000 UN | 80.00000 560.00| 100.00000 700.00| 78.00000 546.00
SEEDING METHOD NUMBER 2 - PLAN QUANTITY | | |
0290 619.1201 7.000 UN | 70.00000 490.00| 100.00000 700.00| 50.00000 350.00
MULCH - PLAN QUANTITY | | |
0300 627.71 200.000 M | 2.65000 530.00| 6.00000 1200.00| 3.00000 600.00
100 MM WHITE PAVEMENT MARKING LINE | | |
0310 627.73 100.000 M | 5.30000 530.00| 6.00000 600.00| 6.00000 600.00
100 MM YELLOW PAVEMENT MARKING LINE | | |
0320 629.05 20.000 MH | 20.00000 400.00| 25.00000 500.00| 30.00000 600.00
HAND LABOR, STRAIGHT TIME | | |
0330 631.12 20.000 HR | 85.00000 1700.00| 75.00000 1500.00| 150.00000 3000.00
ALL PURPOSE EXCAVATOR (INCLUDING | | |
OPERATOR) | | |
0340 631.172 10.000 HR | 36.00000 360.00| 35.00000 350.00| 60.00000 600.00
TRUCK - LARGE (INCLUDING OPERATOR) | | |
0350 637.071 LUMP| 1000.00000 1000.00| 1500.00000 1500.00| 500.00000 500.00
DUST CONTROL | | |
0360 639.19 1.000 EA | 1500.00000 1500.00| 5000.00000 5000.00| 3000.00000 3000.00
FIELD OFFICE TYPE B | | |
0370 652.312 6.000 EA | 150.00000 900.00| 300.00000 1800.00| 175.00000 1050.00
TYPE III BARRICADE | | |
0380 652.33 20.000 EA | 30.00000 600.00| 85.00000 1700.00| 40.00000 800.00
DRUM | | |
LETTING DATE : 01/30/02 MAINE DEPARTMENT OF TRANSPORTATION DATE : 07/10/02
PAGE : 6
LOCATION : TABULATION OF BIDS
CONTRACT ID : 009048.00
=========
====================================================================================================================================
|( 4 ) 000063 |( 5 ) 001401 |( 6 ) 000416
|WYMAN & SIMPSON, INC. |S & A DRAKE INC. |T BUCK CONSTRUCTION INC.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0390 652.34 20.000 EA | 15.00000 300.00| 40.00000 800.00| 20.00000 400.00
CONE | | |
0400 652.35 45.000 M2 | 80.00000 3600.00| 100.00000 4500.00| 110.00000 4950.00
CONSTRUCTION SIGNS | | |
0410 652.361 1.000 LS | 1500.00000 1500.00| 4000.00000 4000.00| 2000.00000 2000.00
MAINTENANCE OF TRAFFIC CONTROL DEVICES | | |
0420 652.38 40.000 MH | 16.00000 640.00| 15.00000 600.00| 15.00000 600.00
FLAGGER | | |
0430 656.75 LUMP| 3000.00000 3000.00| 4000.00000 4000.00| 3500.00000 3500.00
TEMPORARY SOIL EROSION AND WATER | | |
POLLUTION CONTROL | | |
0440 659.10 LUMP| 16000.00000 16000.00| 10000.00000 10000.00| 27000.00000 27000.00
MOBILIZATION | | |
SECTION TOTALS | $ 164,048.00| $ 177,816.27| $ 183,999.99
------------------------------------------+----------------------------+----------------------------+-------------------------------
CONTRACT TOTALS | $ 164,048.00| $ 177,816.27| $ 183,999.99
====================================================================================================================================
LETTING DATE : 01/30/02 MAINE DEPARTMENT OF TRANSPORTATION DATE : 07/10/02
PAGE : 7
LOCATION : TABULATION OF BIDS
CONTRACT ID : 009048.00
=========
====================================================================================================================================
|( 7 ) 001076 |( ) |( )
|CONSTRUCTION DIVERS, INC. | |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0001 Category Number 0001
| | |
0010 203.20 377.000 M3 | 7.75000 2921.75| |
COMMON EXCAVATION | | |
0020 203.24 48.000 M3 | 22.00000 1056.00| |
COMMON BORROW | | |
0030 203.25 362.000 M3 | 24.00000 8688.00| |
GRANULAR BORROW | | |
0040 206.082 202.000 M3 | 30.00000 6060.00| |
STRUCTURAL EARTH EXCAVATION - MAJOR | | |
STRUCTURES | | |
0050 304.10 538.000 M3 | 25.00000 13450.00| |
AGGREGATE SUBBASE COURSE - GRAVEL | | |
0060 403.208 80.000 MG | 85.00000 6800.00| |
HOT MIX ASPHALT 12.5 MM NOMINAL MAX SIZ | | |
0070 403.209 5.000 MG | 152.00000 760.00| |
HOT MIX ASPHALT 9.5 MM(SIDEWALKS,DRIVES | | |
INCIDENTAL ) | | |
0080 403.210 75.000 MG | 90.00000 6750.00| |
HOT MIX ASPHALT 9.5 MM NOMINAL MAX SIZE | | |
0090 502.21 9.000 M3 | 260.00000 2340.00| |
STRUCTURAL CONCRETE, ABUTMENTS AND | | |
RETAINING WALLS | | |
0100 503.12 528.000 KG | 1.65000 871.20| |
REINFORCING STEEL, FABRICATED AND | | |
DELIVERED | | |
0110 503.13 528.000 KG | 1.50000 792.00| |
REINFORCING STEEL, PLACING | | |
0120 509.13 6956.000 LS | 36500.00000 36500.00| |
STEEL STRUCTURAL PLATE ARCH | | |
0130 510.11 LUMP| 4500.00000 4500.00| |
SPECIAL DETOUR, PEDESTRIAN TRAFFIC ONLY | | |
0140 511.07 LUMP| 5200.00000 5200.00| |
COFFERDAM: Abutment No. 2 | | |
0150 511.07 LUMP| 5200.00000 5200.00| |
COFFERDAM: Abutment No.1 | | |
0160 526.301 61.000 LS | 2900.00000 2900.00| |
TEMPORARY CONCRETE BARRIER TYPE I | | |
0170 601.21 25.000 M3 | 160.00000 4000.00| |
GABIONS, GALVANIZED | | |
0180 603.16 10.000 M | 220.00000 2200.00| |
375 MM CULVERT PIPE OPTION I | | |
LETTING DATE : 01/30/02 MAINE DEPARTMENT OF TRANSPORTATION DATE : 07/10/02
PAGE : 8
LOCATION : TABULATION OF BIDS
CONTRACT ID : 009048.00
=========
====================================================================================================================================
|( 7 ) 001076 |( ) |( )
|CONSTRUCTION DIVERS, INC. | |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0190 603.219 16.000 M | 212.50000 3400.00| |
900 MM CULVERT PIPE OPTION III | | |
0200 606.17 30.480 M | 55.00000 1676.40| |
GUARDRAIL TYPE 3B - SINGLE RAIL | | |
0210 606.35 6.000 EA | 52.00000 312.00| |
GUARDRAIL DELINEATOR POST | | |
0220 606.78 4.000 EA | 725.00000 2900.00| |
LOW VOLUME GUARDRAIL END - TYPE 3 | | |
0230 610.16 200.000 M3 | 42.00000 8400.00| |
HEAVY RIPRAP | | |
0240 610.18 35.000 M3 | 45.00000 1575.00| |
STONE DITCH PROTECTION | | |
0250 613.319 200.000 M2 | 3.00000 600.00| |
EROSION CONTROL BLANKET | | |
0260 615.07 35.000 M3 | 34.00000 1190.00| |
LOAM | | |
0270 617.381 105.000 M3 | 40.00000 4200.00| |
EROSION CONTROL MIX | | |
0280 618.1401 7.000 UN | 42.00000 294.00| |
SEEDING METHOD NUMBER 2 - PLAN QUANTITY | | |
0290 619.1201 7.000 UN | 34.00000 238.00| |
MULCH - PLAN QUANTITY | | |
0300 627.71 200.000 M | 4.00000 800.00| |
100 MM WHITE PAVEMENT MARKING LINE | | |
0310 627.73 100.000 M | 6.50000 650.00| |
100 MM YELLOW PAVEMENT MARKING LINE | | |
0320 629.05 20.000 MH | 22.50000 450.00| |
HAND LABOR, STRAIGHT TIME | | |
0330 631.12 20.000 HR | 100.00000 2000.00| |
ALL PURPOSE EXCAVATOR (INCLUDING | | |
OPERATOR) | | |
0340 631.172 10.000 HR | 42.00000 420.00| |
TRUCK - LARGE (INCLUDING OPERATOR) | | |
0350 637.071 LUMP| 1000.00000 1000.00| |
DUST CONTROL | | |
0360 639.19 1.000 EA | 2500.00000 2500.00| |
FIELD OFFICE TYPE B | | |
0370 652.312 6.000 EA | 80.00000 480.00| |
TYPE III BARRICADE | | |
0380 652.33 20.000 EA | 65.00000 1300.00| |
DRUM | | |
LETTING DATE : 01/30/02 MAINE DEPARTMENT OF TRANSPORTATION DATE : 07/10/02
PAGE : 9
LOCATION : TABULATION OF BIDS
CONTRACT ID : 009048.00
=========
====================================================================================================================================
|( 7 ) 001076 |( ) |( )
|CONSTRUCTION DIVERS, INC. | |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0390 652.34 20.000 EA | 22.00000 440.00| |
CONE | | |
0400 652.35 45.000 M2 | 116.00000 5220.00| |
CONSTRUCTION SIGNS | | |
0410 652.361 1.000 LS | 4200.00000 4200.00| |
MAINTENANCE OF TRAFFIC CONTROL DEVICES | | |
0420 652.38 40.000 MH | 15.00000 600.00| |
FLAGGER | | |
0430 656.75 LUMP| 5500.00000 5500.00| |
TEMPORARY SOIL EROSION AND WATER | | |
POLLUTION CONTROL | | |
0440 659.10 LUMP| 24000.00000 24000.00| |
MOBILIZATION | | |
SECTION TOTALS | $ 185,334.35| $ 0.00| $ 0.00
------------------------------------------+----------------------------+----------------------------+-------------------------------
CONTRACT TOTALS | $ 185,334.35| $ 0.00| $
====================================================================================================================================