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LETTING DATE : 03/13/02 MAINE DEPARTMENT OF TRANSPORTATION DATE : 12/10/02
PAGE : 1
LOCATION : TABULATION OF BIDS
CONTRACT ID : 009039.00 COMPLETION DATE : 10/01/02
=========
PROJECT(S): NH-9039(00)E COUNTIE(S) : CUMBERLAND MAINE STATE DEPARTMENT OF TRANSPORTATION
A TRUE COPY : __________________________
TITLE : __________________________
ATTEST : ____________________________ CONTRACT DESCRIPTION : S1 NOTARY PUBLIC
--------------------------------------------------------------------------------------------------------------------------
TOTAL % OVER
RANK VENDOR NO./NAME BID LOW BID
--------------------------------------------------------------------------------------------------------------------------
1 000164 C P M CONSTRUCTORS $ 809,782.51 100.0000%
2 000118 STETSON & WATSON, J. V. $ 871,210.00 107.5857%
3 000272 A & V CONSTRUCTION, CORP. $ 928,262.00 114.6310%
4 000063 WYMAN & SIMPSON, INC. $ 969,985.00 119.7834%
5 000032 REED & REED, INC. $ 994,522.50 122.8135%
====================================================================================================================================
|( 1 ) 000164 |( 2 ) 000118 |( 3 ) 000272
|C P M CONSTRUCTORS |STETSON & WATSON, J. V. |A & V CONSTRUCTION, CORP.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0001 BRIDGE ITEMS
| | |
0010 202.10 150.000 LS | 50000.00000 50000.00| 140000.00000 140000.00| 75000.00000 75000.00
REMOVING EXISTING SUPERSTRUCTURE | | |
(PROPERTY OF CONTRACTOR) | | |
0020 202.121 28.000 LS | 35000.00000 35000.00| 10000.00000 10000.00| 5500.00000 5500.00
REMOVING EXISTING CONCRETE | | |
0030 203.20 30.000 M3 | 75.00000 2250.00| 25.00000 750.00| 25.00000 750.00
COMMON EXCAVATION | | |
0040 203.24 30.000 M3 | 40.00000 1200.00| 30.00000 900.00| 17.00000 510.00
COMMON BORROW | | |
0050 203.25 60.000 M3 | 55.00000 3300.00| 30.00000 1800.00| 31.00000 1860.00
GRANULAR BORROW | | |
0060 206.082 240.000 M3 | 20.00000 4800.00| 30.00000 7200.00| 25.00000 6000.00
STRUCTURAL EARTH EXCAVATION - MAJOR | | |
STRUCTURES | | |
0070 304.10 200.000 M3 | 30.00000 6000.00| 30.00000 6000.00| 27.00000 5400.00
AGGREGATE SUBBASE COURSE - GRAVEL | | |
0080 403.207 37.000 MG | 130.00000 4810.00| 200.00000 7400.00| 135.00000 4995.00
HOT MIX ASPHALT 19.0 MM NOMINAL MAX SIZ | | |
0090 403.208 40.000 MG | 150.00000 6000.00| 150.00000 6000.00| 155.00000 6200.00
HOT MIX ASPHALT 12.5 MM, SURFACE | | |
0100 403.209 21.000 MG | 100.00000 2100.00| 200.00000 4200.00| 180.00000 3780.00
HOT MIX ASPHALT 9.5 MM(SIDEWALKS,DRIVES | | |
INCIDENTAL ) | | |
LETTING DATE : 03/13/02 MAINE DEPARTMENT OF TRANSPORTATION DATE : 12/10/02
PAGE : 2
LOCATION : TABULATION OF BIDS
CONTRACT ID : 009039.00
=========
====================================================================================================================================
|( 1 ) 000164 |( 2 ) 000118 |( 3 ) 000272
|C P M CONSTRUCTORS |STETSON & WATSON, J. V. |A & V CONSTRUCTION, CORP.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0110 403.210 65.000 MG | 150.00000 9750.00| 150.00000 9750.00| 155.00000 10075.00
HOT MIX ASPHALT 9.5 MM NOMINAL MAX SIZE | | |
0120 403.213 46.000 MG | 130.00000 5980.00| 130.00000 5980.00| 135.00000 6210.00
HOT MIX ASPHALT 12.5 MM, BASE | | |
0130 409.15 100.000 L | 3.50000 350.00| 3.50000 350.00| 3.50000 350.00
BITUMINOUS TACK COAT APPLIED | | |
0140 502.21 19.000 M3 | 1000.00000 19000.00| 700.00000 13300.00| 750.00000 14250.00
STRUCTURAL CONCRETE, ABUTMENTS AND | | |
RETAINING WALLS | | |
0150 502.239 58.000 LS | 50000.00000 50000.00| 35000.00000 35000.00| 65000.00000 65000.00
STRUCTURAL CONCRETE PIERS | | |
0160 502.25 42.000 LS | 20000.00000 20000.00| 15000.00000 15000.00| 17000.00000 17000.00
STRUCTURAL CONCRETE SUPERSTRUCTURE SLAB | | |
0170 502.341 12.000 M3 | 250.00000 3000.00| 200.00000 2400.00| 200.00000 2400.00
STRUCTURAL CONCRETE ROADWAY MEDIAN | | |
0180 502.45 17.000 M3 | 300.00000 5100.00| 350.00000 5950.00| 300.00000 5100.00
STRUCTURAL CONCRETE APPROACH SLABS | | |
0190 502.49 30.000 LS | 20000.00000 20000.00| 10000.00000 10000.00| 19000.00000 19000.00
STRUCTURAL CONCRETE CURBS AND SIDEWALKS | | |
0200 502.56 10.000 M3 | 200.00000 2000.00| 200.00000 2000.00| 500.00000 5000.00
CONCRETE FILL | | |
0210 503.12 4550.000 KG | 1.00000 4550.00| 1.50000 6825.00| 1.50000 6825.00
REINFORCING STEEL, FABRICATED AND | | |
DELIVERED | | |
0220 503.13 4550.000 KG | 1.50000 6825.00| 1.50000 6825.00| 1.50000 6825.00
REINFORCING STEEL, PLACING | | |
0230 503.14 2350.000 KG | 1.50000 3525.00| 1.75000 4112.50| 0.70000 1645.00
EPOXY COATED REINFORCING STEEL, | | |
FABRICATED AND DELIVERED | | |
0240 503.15 2350.000 KG | 1.50000 3525.00| 1.75000 4112.50| 1.00000 2350.00
EPOXY COATED REINFORCING STEEL PLACING | | |
0250 503.17 42.000 EA | 20.00000 840.00| 35.00000 1470.00| 20.00000 840.00
MECHANICAL WELDED SPLICE | | |
0260 507.0846 38.000 LS | 5000.00000 5000.00| 7500.00000 7500.00| 4600.00000 4600.00
BARRIER-MOUNTED STEEL BRIDGE RAILING: | | |
1-BAR | | |
0270 507.0848 38.000 LS | 8000.00000 8000.00| 10000.00000 10000.00| 6700.00000 6700.00
BARRIER MOUNTED STEEL BRIDGE RAIL 2 BAR | | |
0280 508.14 390.000 LS | 12000.00000 12000.00| 10000.00000 10000.00| 11600.00000 11600.00
HIGH PERFORMANCE WATERPROOFING MEMBRANE | | |
0290 510.11 LUMP| 15000.00000 15000.00| 8500.00000 8500.00| 4700.00000 4700.00
SPECIAL DETOUR, PEDESTRIAN TRAFFIC ONLY | | |
LETTING DATE : 03/13/02 MAINE DEPARTMENT OF TRANSPORTATION DATE : 12/10/02
PAGE : 3
LOCATION : TABULATION OF BIDS
CONTRACT ID : 009039.00
=========
====================================================================================================================================
|( 1 ) 000164 |( 2 ) 000118 |( 3 ) 000272
|C P M CONSTRUCTORS |STETSON & WATSON, J. V. |A & V CONSTRUCTION, CORP.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0300 514.06 1.000 EA | 750.00000 750.00| 800.00000 800.00| 1500.00000 1500.00
CURING BOX FOR CONCRETE CYLINDERS | | |
0310 515.21 310.000 LS | 1000.00000 1000.00| 800.00000 800.00| 1100.00000 1100.00
PROTECTIVE COATING FOR CONCRETE SURFACE | | |
0320 524.40 LUMP| 0.01000 0.01| 100.00000 100.00| 100.00000 100.00
PROTECTIVE SHIELD | | |
0330 526.321 76.000 LS | 10000.00000 10000.00| 25000.00000 25000.00| 26400.00000 26400.00
PERMANENT CONCRETE BARRIER TYPE III A | | |
0340 535.62 165.000 LS | 230000.00000 230000.00| 240000.00000 240000.00| 278600.00000 278600.00
PRESTRESSED STRUCTURAL CONCRETE BOX BEA | | |
0350 604.164 2.000 EA | 1300.00000 2600.00| 750.00000 1500.00| 1100.00000 2200.00
REBUILDING CATCH BASIN | | |
0360 604.18 2.000 EA | 700.00000 1400.00| 500.00000 1000.00| 210.00000 420.00
ADJUSTING MANHOLE OR CATCH BASIN TO | | |
GRADE | | |
0370 606.17 100.000 M | 50.00000 5000.00| 50.00000 5000.00| 49.00000 4900.00
GUARDRAIL TYPE 3B - SINGLE RAIL | | |
0380 606.1721 4.000 EA | 1000.00000 4000.00| 1000.00000 4000.00| 950.00000 3800.00
BRIDGE TRANSITION - TYPE 1 | | |
0390 606.18 10.000 M | 85.00000 850.00| 85.00000 850.00| 82.00000 820.00
GUARDRAIL TYPE 3B - DOUBLE RAIL | | |
0400 606.22 22.000 M | 55.00000 1210.00| 55.00000 1210.00| 53.00000 1166.00
GUARDRAIL TYPE 3B - OVER 4.5 M RADIUS | | |
0410 606.265 2.000 EA | 50.00000 100.00| 50.00000 100.00| 51.00000 102.00
TERMINAL END - SINGLE RAIL - GALVANIZED | | |
STEEL | | |
0420 606.35 4.000 EA | 45.00000 180.00| 50.00000 200.00| 46.00000 184.00
GUARDRAIL DELINEATOR POST | | |
0430 607.25 20.000 M | 45.00000 900.00| 45.00000 900.00| 42.00000 840.00
REMOVE AND RESET CHAIN LINK FENCE | | |
0440 609.38 85.000 M | 50.00000 4250.00| 100.00000 8500.00| 48.00000 4080.00
RESET CURB TYPE 1 | | |
0450 609.451 30.000 M | 65.00000 1950.00| 5.00000 150.00| 49.00000 1470.00
RESETTING MEDIAN BARRIER CURB | | |
0460 615.0701 50.000 M3 | 45.00000 2250.00| 45.00000 2250.00| 37.00000 1850.00
LOAM - PLAN QUANTITY | | |
0470 618.1401 1.000 UN | 250.00000 250.00| 150.00000 150.00| 200.00000 200.00
SEEDING METHOD NUMBER 2 - PLAN QUANTITY | | |
0480 619.1201 1.000 UN | 250.00000 250.00| 150.00000 150.00| 200.00000 200.00
MULCH - PLAN QUANTITY | | |
0490 620.661 20.000 M2 | 50.00000 1000.00| 20.00000 400.00| 24.00000 480.00
DRAINAGE GEOCOMPOSITE INSTALLATION | | |
LETTING DATE : 03/13/02 MAINE DEPARTMENT OF TRANSPORTATION DATE : 12/10/02
PAGE : 4
LOCATION : TABULATION OF BIDS
CONTRACT ID : 009039.00
=========
====================================================================================================================================
|( 1 ) 000164 |( 2 ) 000118 |( 3 ) 000272
|C P M CONSTRUCTORS |STETSON & WATSON, J. V. |A & V CONSTRUCTION, CORP.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0500 627.72 170.000 M | 2.00000 340.00| 5.00000 850.00| 2.00000 340.00
150 MM WHITE PAVEMENT MARKING LINE | | |
0510 627.74 85.000 M | 3.50000 297.50| 5.00000 425.00| 3.00000 255.00
150 MM YELLOW PAVEMENT MARKING LINE | | |
0520 627.75 10.000 M2 | 35.00000 350.00| 10.00000 100.00| 33.00000 330.00
WHITE OR YELLOW PAVEMENT AND CURB | | |
MARKING | | |
0530 627.77 20.000 M2 | 35.00000 700.00| 10.00000 200.00| 32.00000 640.00
REMOVING PAVEMENT MARKINGS | | |
0540 629.05 20.000 MH | 20.00000 400.00| 30.00000 600.00| 25.00000 500.00
HAND LABOR, STRAIGHT TIME | | |
0550 631.12 20.000 HR | 65.00000 1300.00| 80.00000 1600.00| 90.00000 1800.00
ALL PURPOSE EXCAVATOR (INCLUDING | | |
OPERATOR) | | |
0560 631.172 20.000 HR | 40.00000 800.00| 40.00000 800.00| 45.00000 900.00
TRUCK - LARGE (INCLUDING OPERATOR) | | |
0570 637.071 LUMP| 500.00000 500.00| 1500.00000 1500.00| 1000.00000 1000.00
DUST CONTROL | | |
0580 639.18 1.000 EA | 5000.00000 5000.00| 4500.00000 4500.00| 4000.00000 4000.00
FIELD OFFICE TYPE A | | |
0590 643.72 LUMP| 20000.00000 20000.00| 35000.00000 35000.00| 35000.00000 35000.00
TEMPORARY TRAFFIC SIGNAL | | |
0600 652.39 LUMP| 50000.00000 50000.00| 30000.00000 30000.00| 100000.00000 100000.00
WORK ZONE TRAFFIC CONTROL | | |
0610 656.75 LUMP| 1000.00000 1000.00| 7500.00000 7500.00| 3000.00000 3000.00
TEMPORARY SOIL EROSION AND WATER | | |
POLLUTION CONTROL | | |
0620 659.10 LUMP| 70000.00000 70000.00| 55000.00000 55000.00| 85000.00000 85000.00
MOBILIZATION | | |
0630 660.21 1000.000 MH | 1.00000 1000.00| 1.00000 1000.00| 1.00000 1000.00
ON-THE-JOB TRAINING (BID) | | |
SECTION TOTALS | $ 729,532.51| $ 775,460.00| $ 864,642.00
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0002 WATER ITEMS
| | |
0640 803.011 10.000 M3 | 150.00000 1500.00| 150.00000 1500.00| 390.00000 3900.00
TEST PITS | | |
0650 822.34 45.000 M | 400.00000 18000.00| 1000.00000 45000.00| 300.00000 13500.00
200 MM CLASS 52 DI PIPE (AND | | |
INCIDENTALS) | | |
0660 822.342 40.000 M | 1200.00000 48000.00| 1000.00000 40000.00| 1000.00000 40000.00
200 MM INSULATED CLASS 52 DI BRIDGE | | |
CROSSING PIPE (AND INCIDENTALS) | | |
LETTING DATE : 03/13/02 MAINE DEPARTMENT OF TRANSPORTATION DATE : 12/10/02
PAGE : 5
LOCATION : TABULATION OF BIDS
CONTRACT ID : 009039.00
=========
====================================================================================================================================
|( 1 ) 000164 |( 2 ) 000118 |( 3 ) 000272
|C P M CONSTRUCTORS |STETSON & WATSON, J. V. |A & V CONSTRUCTION, CORP.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0670 825.30 30.000 M3 | 250.00000 7500.00| 200.00000 6000.00| 190.00000 5700.00
ROCK EXCAVATION FOR SANITARY SEWER | | |
0680 827.33 10.000 M | 25.00000 250.00| 75.00000 750.00| 12.00000 120.00
TRENCH INSULATION | | |
0690 832.00 100.000 M | 50.00000 5000.00| 25.00000 2500.00| 4.00000 400.00
CLEANING, TESTING AND DISINFECTING | | |
WATER MAINS | | |
SECTION TOTALS | $ 80,250.00| $ 95,750.00| $ 63,620.00
------------------------------------------+----------------------------+----------------------------+-------------------------------
CONTRACT TOTALS | $ 809,782.51| $ 871,210.00| $ 928,262.00
====================================================================================================================================
LETTING DATE : 03/13/02 MAINE DEPARTMENT OF TRANSPORTATION DATE : 12/10/02
PAGE : 6
LOCATION : TABULATION OF BIDS
CONTRACT ID : 009039.00
=========
====================================================================================================================================
|( 4 ) 000063 |( 5 ) 000032 |( )
|WYMAN & SIMPSON, INC. |REED & REED INC. |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0001 BRIDGE ITEMS
| | |
0010 202.10 150.000 LS | 88000.00000 88000.00| 75000.00000 75000.00|
REMOVING EXISTING SUPERSTRUCTURE | | |
(PROPERTY OF CONTRACTOR) | | |
0020 202.121 28.000 LS | 40000.00000 40000.00| 30000.00000 30000.00|
REMOVING EXISTING CONCRETE | | |
0030 203.20 30.000 M3 | 24.00000 720.00| 25.00000 750.00|
COMMON EXCAVATION | | |
0040 203.24 30.000 M3 | 30.00000 900.00| 35.00000 1050.00|
COMMON BORROW | | |
0050 203.25 60.000 M3 | 32.00000 1920.00| 45.00000 2700.00|
GRANULAR BORROW | | |
0060 206.082 240.000 M3 | 42.00000 10080.00| 20.00000 4800.00|
STRUCTURAL EARTH EXCAVATION - MAJOR | | |
STRUCTURES | | |
0070 304.10 200.000 M3 | 33.00000 6600.00| 45.00000 9000.00|
AGGREGATE SUBBASE COURSE - GRAVEL | | |
0080 403.207 37.000 MG | 140.00000 5180.00| 130.00000 4810.00|
HOT MIX ASPHALT 19.0 MM NOMINAL MAX SIZ | | |
0090 403.208 40.000 MG | 160.00000 6400.00| 150.00000 6000.00|
HOT MIX ASPHALT 12.5 MM, SURFACE | | |
0100 403.209 21.000 MG | 190.00000 3990.00| 100.00000 2100.00|
HOT MIX ASPHALT 9.5 MM(SIDEWALKS,DRIVES | | |
INCIDENTAL ) | | |
0110 403.210 65.000 MG | 160.00000 10400.00| 150.00000 9750.00|
HOT MIX ASPHALT 9.5 MM NOMINAL MAX SIZE | | |
0120 403.213 46.000 MG | 140.00000 6440.00| 130.00000 5980.00|
HOT MIX ASPHALT 12.5 MM, BASE | | |
0130 409.15 100.000 L | 4.00000 400.00| 3.50000 350.00|
BITUMINOUS TACK COAT APPLIED | | |
0140 502.21 19.000 M3 | 600.00000 11400.00| 1500.00000 28500.00|
STRUCTURAL CONCRETE, ABUTMENTS AND | | |
RETAINING WALLS | | |
0150 502.239 58.000 LS | 80000.00000 80000.00| 85000.00000 85000.00|
STRUCTURAL CONCRETE PIERS | | |
0160 502.25 42.000 LS | 25000.00000 25000.00| 35000.00000 35000.00|
STRUCTURAL CONCRETE SUPERSTRUCTURE SLAB | | |
0170 502.341 12.000 M3 | 300.00000 3600.00| 400.00000 4800.00|
STRUCTURAL CONCRETE ROADWAY MEDIAN | | |
0180 502.45 17.000 M3 | 400.00000 6800.00| 500.00000 8500.00|
STRUCTURAL CONCRETE APPROACH SLABS | | |
LETTING DATE : 03/13/02 MAINE DEPARTMENT OF TRANSPORTATION DATE : 12/10/02
PAGE : 7
LOCATION : TABULATION OF BIDS
CONTRACT ID : 009039.00
=========
====================================================================================================================================
|( 4 ) 000063 |( 5 ) 000032 |( )
|WYMAN & SIMPSON, INC. |REED & REED INC. |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0190 502.49 30.000 LS | 20000.00000 20000.00| 50000.00000 50000.00|
STRUCTURAL CONCRETE CURBS AND SIDEWALKS | | |
0200 502.56 10.000 M3 | 200.00000 2000.00| 200.00000 2000.00|
CONCRETE FILL | | |
0210 503.12 4550.000 KG | 0.80000 3640.00| 1.50000 6825.00|
REINFORCING STEEL, FABRICATED AND | | |
DELIVERED | | |
0220 503.13 4550.000 KG | 0.60000 2730.00| 1.00000 4550.00|
REINFORCING STEEL, PLACING | | |
0230 503.14 2350.000 KG | 1.00000 2350.00| 1.50000 3525.00|
EPOXY COATED REINFORCING STEEL, | | |
FABRICATED AND DELIVERED | | |
0240 503.15 2350.000 KG | 0.60000 1410.00| 0.85000 1997.50|
EPOXY COATED REINFORCING STEEL PLACING | | |
0250 503.17 42.000 EA | 35.00000 1470.00| 15.00000 630.00|
MECHANICAL WELDED SPLICE | | |
0260 507.0846 38.000 LS | 11000.00000 11000.00| 6000.00000 6000.00|
BARRIER-MOUNTED STEEL BRIDGE RAILING: | | |
1-BAR | | |
0270 507.0848 38.000 LS | 15000.00000 15000.00| 8000.00000 8000.00|
BARRIER MOUNTED STEEL BRIDGE RAIL 2 BAR | | |
0280 508.14 390.000 LS | 10200.00000 10200.00| 12000.00000 12000.00|
HIGH PERFORMANCE WATERPROOFING MEMBRANE | | |
0290 510.11 LUMP| 20000.00000 20000.00| 10000.00000 10000.00|
SPECIAL DETOUR, PEDESTRIAN TRAFFIC ONLY | | |
0300 514.06 1.000 EA | 1000.00000 1000.00| 750.00000 750.00|
CURING BOX FOR CONCRETE CYLINDERS | | |
0310 515.21 310.000 LS | 2000.00000 2000.00| 3500.00000 3500.00|
PROTECTIVE COATING FOR CONCRETE SURFACE | | |
0320 524.40 LUMP| 25000.00000 25000.00| 30000.00000 30000.00|
PROTECTIVE SHIELD | | |
0330 526.321 76.000 LS | 20000.00000 20000.00| 40000.00000 40000.00|
PERMANENT CONCRETE BARRIER TYPE III A | | |
0340 535.62 165.000 LS | 250000.00000 250000.00| 225000.00000 225000.00|
PRESTRESSED STRUCTURAL CONCRETE BOX BEA | | |
0350 604.164 2.000 EA | 750.00000 1500.00| 2000.00000 4000.00|
REBUILDING CATCH BASIN | | |
0360 604.18 2.000 EA | 400.00000 800.00| 1500.00000 3000.00|
ADJUSTING MANHOLE OR CATCH BASIN TO | | |
GRADE | | |
0370 606.17 100.000 M | 55.00000 5500.00| 50.00000 5000.00|
GUARDRAIL TYPE 3B - SINGLE RAIL | | |
LETTING DATE : 03/13/02 MAINE DEPARTMENT OF TRANSPORTATION DATE : 12/10/02
PAGE : 8
LOCATION : TABULATION OF BIDS
CONTRACT ID : 009039.00
=========
====================================================================================================================================
|( 4 ) 000063 |( 5 ) 000032 |( )
|WYMAN & SIMPSON, INC. |REED & REED INC. |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0380 606.1721 4.000 EA | 1000.00000 4000.00| 950.00000 3800.00|
BRIDGE TRANSITION - TYPE 1 | | |
0390 606.18 10.000 M | 90.00000 900.00| 82.00000 820.00|
GUARDRAIL TYPE 3B - DOUBLE RAIL | | |
0400 606.22 22.000 M | 60.00000 1320.00| 55.00000 1210.00|
GUARDRAIL TYPE 3B - OVER 4.5 M RADIUS | | |
0410 606.265 2.000 EA | 55.00000 110.00| 50.00000 100.00|
TERMINAL END - SINGLE RAIL - GALVANIZED | | |
STEEL | | |
0420 606.35 4.000 EA | 50.00000 200.00| 45.00000 180.00|
GUARDRAIL DELINEATOR POST | | |
0430 607.25 20.000 M | 50.00000 1000.00| 42.00000 840.00|
REMOVE AND RESET CHAIN LINK FENCE | | |
0440 609.38 85.000 M | 35.00000 2975.00| 40.00000 3400.00|
RESET CURB TYPE 1 | | |
0450 609.451 30.000 M | 30.00000 900.00| 90.00000 2700.00|
RESETTING MEDIAN BARRIER CURB | | |
0460 615.0701 50.000 M3 | 30.00000 1500.00| 60.00000 3000.00|
LOAM - PLAN QUANTITY | | |
0470 618.1401 1.000 UN | 200.00000 200.00| 150.00000 150.00|
SEEDING METHOD NUMBER 2 - PLAN QUANTITY | | |
0480 619.1201 1.000 UN | 200.00000 200.00| 150.00000 150.00|
MULCH - PLAN QUANTITY | | |
0490 620.661 20.000 M2 | 30.00000 600.00| 65.00000 1300.00|
DRAINAGE GEOCOMPOSITE INSTALLATION | | |
0500 627.72 170.000 M | 3.00000 510.00| 1.75000 297.50|
150 MM WHITE PAVEMENT MARKING LINE | | |
0510 627.74 85.000 M | 4.00000 340.00| 3.50000 297.50|
150 MM YELLOW PAVEMENT MARKING LINE | | |
0520 627.75 10.000 M2 | 30.00000 300.00| 35.00000 350.00|
WHITE OR YELLOW PAVEMENT AND CURB | | |
MARKING | | |
0530 627.77 20.000 M2 | 40.00000 800.00| 35.00000 700.00|
REMOVING PAVEMENT MARKINGS | | |
0540 629.05 20.000 MH | 25.00000 500.00| 25.00000 500.00|
HAND LABOR, STRAIGHT TIME | | |
0550 631.12 20.000 HR | 85.00000 1700.00| 80.00000 1600.00|
ALL PURPOSE EXCAVATOR (INCLUDING | | |
OPERATOR) | | |
0560 631.172 20.000 HR | 40.00000 800.00| 50.00000 1000.00|
TRUCK - LARGE (INCLUDING OPERATOR) | | |
LETTING DATE : 03/13/02 MAINE DEPARTMENT OF TRANSPORTATION DATE : 12/10/02
PAGE : 9
LOCATION : TABULATION OF BIDS
CONTRACT ID : 009039.00
=========
====================================================================================================================================
|( 4 ) 000063 |( 5 ) 000032 |( )
|WYMAN & SIMPSON, INC. |REED & REED INC. |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0570 637.071 LUMP| 1500.00000 1500.00| 3000.00000 3000.00|
DUST CONTROL | | |
0580 639.18 1.000 EA | 5000.00000 5000.00| 5500.00000 5500.00|
FIELD OFFICE TYPE A | | |
0590 643.72 LUMP| 30000.00000 30000.00| 30000.00000 30000.00|
TEMPORARY TRAFFIC SIGNAL | | |
0600 652.39 LUMP| 70000.00000 70000.00| 75000.00000 75000.00|
WORK ZONE TRAFFIC CONTROL | | |
0610 656.75 LUMP| 1500.00000 1500.00| 1500.00000 1500.00|
TEMPORARY SOIL EROSION AND WATER | | |
POLLUTION CONTROL | | |
0620 659.10 LUMP| 90000.00000 90000.00| 28000.00000 28000.00|
MOBILIZATION | | |
0630 660.21 1000.000 MH | 2.00000 2000.00| 0.01000 10.00|
ON-THE-JOB TRAINING (BID) | | |
SECTION TOTALS | $ 922,285.00| $ 896,272.50| $ 0.00
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0002 WATER ITEMS
| | |
0640 803.011 10.000 M3 | 30.00000 300.00| 100.00000 1000.00|
TEST PITS | | |
0650 822.34 45.000 M | 180.00000 8100.00| 450.00000 20250.00|
200 MM CLASS 52 DI PIPE (AND | | |
INCIDENTALS) | | |
0660 822.342 40.000 M | 700.00000 28000.00| 1500.00000 60000.00|
200 MM INSULATED CLASS 52 DI BRIDGE | | |
CROSSING PIPE (AND INCIDENTALS) | | |
0670 825.30 30.000 M3 | 250.00000 7500.00| 350.00000 10500.00|
ROCK EXCAVATION FOR SANITARY SEWER | | |
0680 827.33 10.000 M | 30.00000 300.00| 150.00000 1500.00|
TRENCH INSULATION | | |
0690 832.00 100.000 M | 35.00000 3500.00| 50.00000 5000.00|
CLEANING, TESTING AND DISINFECTING | | |
WATER MAINS | | |
SECTION TOTALS | $ 47,700.00| $ 98,250.00| $ 0.00
------------------------------------------+----------------------------+----------------------------+-------------------------------
CONTRACT TOTALS | $ 969,985.00| $ 994,522.50| $
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