Skip Maine state header navigation
LETTING DATE : 07/24/02 MAINE DEPARTMENT OF TRANSPORTATION DATE : 12/10/02
PAGE : 1
LOCATION : TABULATION OF BIDS
CONTRACT ID : 007574.00 COMPLETION DATE : 06/27/03
=========
PROJECT(S): BR-7574(00)X COUNTIE(S) : YORK 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. $ 1,677,441.00 100.0000%
2 000164 C P M CONSTRUCTORS $ 1,719,332.52 102.4973%
3 000416 T BUCK CONSTRUCTION INC. $ 1,838,090.25 109.5770%
4 000063 WYMAN & SIMPSON, INC. $ 1,894,582.00 112.9448%
5 000032 REED & REED, INC. $ 2,029,639.47 120.9962%
6 000768 MOORES MARINE CONSTRUCTION, CORP. $ 2,106,443.00 125.5748%
====================================================================================================================================
|( 1 ) 000272 |( 2 ) 000164 |( 3 ) 000416
|A & V CONSTRUCTION, CORP. |C P M CONSTRUCTORS |T BUCK CONSTRUCTION INC.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0001 BRIDGE ITEMS
| | |
0010 202.19 915.000 LS | 130000.00000 130000.00| 125000.00000 125000.00| 160000.00000 160000.00
REMOVING EXISTING BRIDGE | | |
0020 203.20 1450.000 M3 | 9.00000 13050.00| 11.00000 15950.00| 10.00000 14500.00
COMMON EXCAVATION | | |
0030 203.24 220.000 M3 | 10.00000 2200.00| 15.00000 3300.00| 23.50000 5170.00
COMMON BORROW | | |
0040 203.25 53.000 M3 | 30.00000 1590.00| 30.00000 1590.00| 35.50000 1881.50
GRANULAR BORROW | | |
0050 206.082 21.000 M3 | 100.00000 2100.00| 50.00000 1050.00| 25.00000 525.00
STRUCTURAL EARTH EXCAVATION - MAJOR | | |
STRUCTURES | | |
0060 304.10 1420.000 M3 | 18.00000 25560.00| 20.00000 28400.00| 27.95000 39689.00
AGGREGATE SUBBASE COURSE - GRAVEL | | |
0070 403.207 140.000 MG | 65.00000 9100.00| 60.00000 8400.00| 60.00000 8400.00
HOT MIX ASPHALT 19.0 MM NOMINAL MAX SIZ | | |
0080 403.209 111.000 MG | 100.00000 11100.00| 95.00000 10545.00| 95.00000 10545.00
HOT MIX ASPHALT 9.5 MM(SIDEWALKS,DRIVES | | |
INCIDENTAL ) | | |
0090 403.210 220.000 MG | 65.00000 14300.00| 60.00000 13200.00| 60.00000 13200.00
HOT MIX ASPHALT 9.5 MM NOMINAL MAX SIZE | | |
LETTING DATE : 07/24/02 MAINE DEPARTMENT OF TRANSPORTATION DATE : 12/10/02
PAGE : 2
LOCATION : TABULATION OF BIDS
CONTRACT ID : 007574.00
=========
====================================================================================================================================
|( 1 ) 000272 |( 2 ) 000164 |( 3 ) 000416
|A & V CONSTRUCTION, CORP. |C P M CONSTRUCTORS |T BUCK CONSTRUCTION INC.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0100 409.15 120.000 L | 10.00000 1200.00| 10.00000 1200.00| 10.00000 1200.00
BITUMINOUS TACK COAT APPLIED | | |
0110 501.231 1.000 EA | 6500.00000 6500.00| 7500.00000 7500.00| 8500.00000 8500.00
DYNAMIC LOADING TEST | | |
0120 501.253 1.000 LS | 25000.00000 25000.00| 20000.00000 20000.00| 23000.00000 23000.00
PILE PROTECTIVE COATING | | |
0130 501.46 150.000 M | 200.00000 30000.00| 225.00000 33750.00| 200.00000 30000.00
STEEL H-BEAM PILES 109 KG/M, DELIVERED | | |
0140 501.501 150.000 M | 48.00000 7200.00| 40.00000 6000.00| 40.00000 6000.00
STEEL H-BEAM PILES 132 KG/M, IN PLACE | | |
0150 501.70 220.000 M | 450.00000 99000.00| 410.00000 90200.00| 454.00000 99880.00
STEEL PIPE PILES, DELIVERED | | |
0160 501.701 220.000 M | 50.00000 11000.00| 170.00000 37400.00| 40.00000 8800.00
STEEL PIPE PILES, IN PLACE | | |
0170 501.90 20.000 EA | 200.00000 4000.00| 220.00000 4400.00| 200.00000 4000.00
PILE TIPS | | |
0180 501.91 10.000 EA | 1.00000 10.00| 1.00000 10.00| 1.00000 10.00
PILE SPLICES | | |
0190 501.92 LUMP| 55000.00000 55000.00| 60000.00000 60000.00| 102000.00000 102000.00
PILE DRIVING EQUIPMENT MOBILIZATION | | |
0200 502.21 63.000 M3 | 600.00000 37800.00| 750.00000 47250.00| 600.00000 37800.00
STRUCTURAL CONCRETE, ABUTMENTS AND | | |
RETAINING WALLS | | |
0210 502.23 61.000 M3 | 900.00000 54900.00| 1000.00000 61000.00| 700.00000 42700.00
STRUCTURAL CONCRETE PIERS | | |
0220 502.25 69.000 LS | 30000.00000 30000.00| 50000.00000 50000.00| 30000.00000 30000.00
STRUCTURAL CONCRETE SUPERSTRUCTURE SLAB | | |
0230 502.31 28.000 LS | 7000.00000 7000.00| 8000.00000 8000.00| 6200.00000 6200.00
STRUCTURAL CONCRETE APPROACH SLABS | | |
0240 502.49 110.000 LS | 30000.00000 30000.00| 60000.00000 60000.00| 54000.00000 54000.00
STRUCTURAL CONCRETE CURBS AND SIDEWALKS | | |
0250 503.141 14500.000 LS | 25000.00000 25000.00| 30000.00000 30000.00| 16000.00000 16000.00
EPOXY COATED REINFORCING STEEL, | | |
FABRICATED AND DELIVERED | | |
0260 503.151 14500.000 LS | 10000.00000 10000.00| 20000.00000 20000.00| 16500.00000 16500.00
EPOXY COATED REINFORCING STEEL PLACING | | |
0270 503.17 352.000 EA | 25.00000 8800.00| 0.01000 3.52| 20.00000 7040.00
MECHANICAL WELDED SPLICE | | |
0280 507.083 124.000 M | 360.00000 44640.00| 400.00000 49600.00| 372.00000 46128.00
STEEL BRIDGE RAILING, 4-BAR | | |
0290 508.14 900.000 LS | 17000.00000 17000.00| 18000.00000 18000.00| 17840.00000 17840.00
HIGH PERFORMANCE WATERPROOFING MEMBRANE | | |
LETTING DATE : 07/24/02 MAINE DEPARTMENT OF TRANSPORTATION DATE : 12/10/02
PAGE : 3
LOCATION : TABULATION OF BIDS
CONTRACT ID : 007574.00
=========
====================================================================================================================================
|( 1 ) 000272 |( 2 ) 000164 |( 3 ) 000416
|A & V CONSTRUCTION, CORP. |C P M CONSTRUCTORS |T BUCK CONSTRUCTION INC.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0300 514.06 1.000 EA | 1300.00000 1300.00| 750.00000 750.00| 600.00000 600.00
CURING BOX FOR CONCRETE CYLINDERS | | |
0310 515.21 390.000 LS | 900.00000 900.00| 1000.00000 1000.00| 1565.00000 1565.00
PROTECTIVE COATING FOR CONCRETE SURFACE | | |
0320 526.301 50.000 LS | 11000.00000 11000.00| 10000.00000 10000.00| 14000.00000 14000.00
TEMPORARY CONCRETE BARRIER TYPE I | | |
0330 535.62 425.000 LS | 545000.00000 545000.00| 455000.00000 455000.00| 510000.00000 510000.00
PRESTRESSED STRUCTURAL CONCRETE BOX BEA | | |
0340 603.159 28.000 M | 170.00000 4760.00| 100.00000 2800.00| 70.00000 1960.00
300 MM CULVERT PIPE OPTION III | | |
0350 604.072 1.000 EA | 2000.00000 2000.00| 1000.00000 1000.00| 1875.00000 1875.00
CATCH BASIN TYPE A1-C | | |
0360 604.092 2.000 EA | 1700.00000 3400.00| 2500.00000 5000.00| 1970.00000 3940.00
CATCH BASIN TYPE B1-C | | |
0370 604.18 1.000 EA | 220.00000 220.00| 250.00000 250.00| 550.00000 550.00
ADJUSTING MANHOLE OR CATCH BASIN TO | | |
GRADE | | |
0380 606.1721 4.000 EA | 1600.00000 6400.00| 1700.00000 6800.00| 1625.00000 6500.00
BRIDGE TRANSITION - TYPE 1 | | |
0390 606.35 6.000 EA | 38.00000 228.00| 40.00000 240.00| 38.00000 228.00
GUARDRAIL DELINEATOR POST | | |
0400 606.55 88.000 M | 83.00000 7304.00| 85.00000 7480.00| 82.50000 7260.00
GUARDRAIL TYPE 3 - SINGLE RAIL | | |
0410 606.76 3.000 EA | 2300.00000 6900.00| 2500.00000 7500.00| 2300.00000 6900.00
MODIFIED ECCENTRIC LOADER TERMINAL | | |
0420 609.31 212.000 M | 14.00000 2968.00| 13.00000 2756.00| 13.00000 2756.00
CURB TYPE 3 | | |
0430 610.08 635.000 M3 | 60.00000 38100.00| 60.00000 38100.00| 40.00000 25400.00
PLAIN RIPRAP | | |
0440 610.18 10.000 M3 | 50.00000 500.00| 100.00000 1000.00| 60.00000 600.00
STONE DITCH PROTECTION | | |
0450 613.319 36.000 M2 | 4.00000 144.00| 5.00000 180.00| 5.00000 180.00
EROSION CONTROL BLANKET | | |
0460 615.07 30.000 M3 | 40.00000 1200.00| 60.00000 1800.00| 45.00000 1350.00
LOAM | | |
0470 617.30 15.000 M3 | 40.00000 600.00| 75.00000 1125.00| 55.00000 825.00
COMPOSTED BARK MIX | | |
0480 618.1301 5.000 UN | 25.00000 125.00| 110.00000 550.00| 110.00000 550.00
SEEDING METHOD NUMBER 1 - PLAN QUANTITY | | |
0490 627.71 430.000 M | 1.00000 430.00| 1.00000 430.00| 1.00000 430.00
100 MM WHITE PAVEMENT MARKING LINE | | |
LETTING DATE : 07/24/02 MAINE DEPARTMENT OF TRANSPORTATION DATE : 12/10/02
PAGE : 4
LOCATION : TABULATION OF BIDS
CONTRACT ID : 007574.00
=========
====================================================================================================================================
|( 1 ) 000272 |( 2 ) 000164 |( 3 ) 000416
|A & V CONSTRUCTION, CORP. |C P M CONSTRUCTORS |T BUCK CONSTRUCTION INC.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0500 627.72 42.000 M | 1.00000 42.00| 1.50000 63.00| 1.50000 63.00
150 MM WHITE PAVEMENT MARKING LINE | | |
0510 627.73 215.000 M | 3.00000 645.00| 3.00000 645.00| 2.65000 569.75
100 MM YELLOW PAVEMENT MARKING LINE | | |
0520 627.76 LUMP| 1000.00000 1000.00| 1000.00000 1000.00| 1000.00000 1000.00
TEMPORARY PAVEMENT MARKING LINE, WHITE | | |
OR YELLOW | | |
0530 629.05 40.000 MH | 35.00000 1400.00| 25.00000 1000.00| 25.00000 1000.00
HAND LABOR, STRAIGHT TIME | | |
0540 631.12 40.000 HR | 100.00000 4000.00| 85.00000 3400.00| 100.00000 4000.00
ALL PURPOSE EXCAVATOR (INCLUDING | | |
OPERATOR) | | |
0550 631.172 40.000 HR | 45.00000 1800.00| 46.00000 1840.00| 50.00000 2000.00
TRUCK - LARGE (INCLUDING OPERATOR) | | |
0560 635.30 166.000 M2 | 650.00000 107900.00| 750.00000 124500.00| 675.00000 112050.00
PREFABRICATED MODULAR GRAVITY WALL | | |
0570 637.071 LUMP| 2000.00000 2000.00| 1000.00000 1000.00| 3000.00000 3000.00
DUST CONTROL | | |
0580 639.18 1.000 EA | 7000.00000 7000.00| 12000.00000 12000.00| 11500.00000 11500.00
FIELD OFFICE TYPE A | | |
0590 643.72 LUMP| 22000.00000 22000.00| 19000.00000 19000.00| 17500.00000 17500.00
TEMPORARY TRAFFIC SIGNAL | | |
0600 652.31 10.000 EA | 45.00000 450.00| 50.00000 500.00| 140.00000 1400.00
TYPE I BARRICADE | | |
0610 652.312 4.000 EA | 500.00000 2000.00| 150.00000 600.00| 350.00000 1400.00
TYPE III BARRICADE | | |
0620 652.33 25.000 EA | 45.00000 1125.00| 55.00000 1375.00| 70.00000 1750.00
DRUM | | |
0630 652.34 25.000 EA | 14.00000 350.00| 20.00000 500.00| 20.00000 500.00
CONE | | |
0640 652.361 270.000 LS | 3000.00000 3000.00| 4000.00000 4000.00| 13000.00000 13000.00
MAINTENANCE OF TRAFFIC CONTROL DEVICES | | |
0650 655.50 LUMP| 5000.00000 5000.00| 5000.00000 5000.00| 5000.00000 5000.00
CATHODIC PROTECTION SYSTEM | | |
0660 656.75 LUMP| 5000.00000 5000.00| 13000.00000 13000.00| 7000.00000 7000.00
TEMPORARY SOIL EROSION AND WATER | | |
POLLUTION CONTROL | | |
0670 659.10 LUMP| 160000.00000 160000.00| 170000.00000 170000.00| 250000.00000 250000.00
MOBILIZATION | | |
0680 660.21 2000.000 MH | 1.00000 2000.00| 0.01000 20.00| 1.00000 2000.00
ON-THE-JOB TRAINING (BID) | | |
LETTING DATE : 07/24/02 MAINE DEPARTMENT OF TRANSPORTATION DATE : 12/10/02
PAGE : 5
LOCATION : TABULATION OF BIDS
CONTRACT ID : 007574.00
=========
====================================================================================================================================
|( 1 ) 000272 |( 2 ) 000164 |( 3 ) 000416
|A & V CONSTRUCTION, CORP. |C P M CONSTRUCTORS |T BUCK CONSTRUCTION INC.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0690 621.552 60.000 EA | 70.00000 4200.00| 73.00000 4380.00| 73.00000 4380.00
DECIDUOUS SHRUBS (900 MM - 1200 MM) | | |
GROUP A | | |
SECTION TOTALS | $ 1,677,441.00| $ 1,719,332.52| $ 1,838,090.25
------------------------------------------+----------------------------+----------------------------+-------------------------------
CONTRACT TOTALS | $ 1,677,441.00| $ 1,719,332.52| $ 1,838,090.25
====================================================================================================================================
LETTING DATE : 07/24/02 MAINE DEPARTMENT OF TRANSPORTATION DATE : 12/10/02
PAGE : 6
LOCATION : TABULATION OF BIDS
CONTRACT ID : 007574.00
=========
====================================================================================================================================
|( 4 ) 000063 |( 5 ) 000032 |( 6 ) 000768
|WYMAN & SIMPSON, INC. |REED & REED INC. |MOORES MARINE CONSTRUCTION, COR
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0001 BRIDGE ITEMS
| | |
0010 202.19 915.000 LS | 250000.00000 250000.00| 150000.00000 150000.00| 130919.00000 130919.00
REMOVING EXISTING BRIDGE | | |
0020 203.20 1450.000 M3 | 11.00000 15950.00| 18.00000 26100.00| 14.76000 21402.00
COMMON EXCAVATION | | |
0030 203.24 220.000 M3 | 20.00000 4400.00| 25.00000 5500.00| 40.83000 8982.60
COMMON BORROW | | |
0040 203.25 53.000 M3 | 29.00000 1537.00| 30.00000 1590.00| 24.00000 1272.00
GRANULAR BORROW | | |
0050 206.082 21.000 M3 | 40.00000 840.00| 40.00000 840.00| 40.00000 840.00
STRUCTURAL EARTH EXCAVATION - MAJOR | | |
STRUCTURES | | |
0060 304.10 1420.000 M3 | 21.00000 29820.00| 27.00000 38340.00| 39.88000 56629.60
AGGREGATE SUBBASE COURSE - GRAVEL | | |
0070 403.207 140.000 MG | 65.00000 9100.00| 60.00000 8400.00| 71.23000 9972.20
HOT MIX ASPHALT 19.0 MM NOMINAL MAX SIZ | | |
0080 403.209 111.000 MG | 102.00000 11322.00| 95.00000 10545.00| 130.59000 14495.49
HOT MIX ASPHALT 9.5 MM(SIDEWALKS,DRIVES | | |
INCIDENTAL ) | | |
0090 403.210 220.000 MG | 65.00000 14300.00| 60.00000 13200.00| 71.23000 15670.60
HOT MIX ASPHALT 9.5 MM NOMINAL MAX SIZE | | |
0100 409.15 120.000 L | 11.00000 1320.00| 10.00000 1200.00| 11.87000 1424.40
BITUMINOUS TACK COAT APPLIED | | |
0110 501.231 1.000 EA | 10000.00000 10000.00| 5000.00000 5000.00| 4962.00000 4962.00
DYNAMIC LOADING TEST | | |
0120 501.253 1.000 LS | 30000.00000 30000.00| 30000.00000 30000.00| 7717.00000 7717.00
PILE PROTECTIVE COATING | | |
0130 501.46 150.000 M | 270.00000 40500.00| 200.00000 30000.00| 66.19000 9928.50
STEEL H-BEAM PILES 109 KG/M, DELIVERED | | |
0140 501.501 150.000 M | 12.00000 1800.00| 40.00000 6000.00| 87.98000 13197.00
STEEL H-BEAM PILES 132 KG/M, IN PLACE | | |
0150 501.70 220.000 M | 660.00000 145200.00| 400.00000 88000.00| 446.39000 98205.80
STEEL PIPE PILES, DELIVERED | | |
0160 501.701 220.000 M | 120.00000 26400.00| 75.00000 16500.00| 594.58000 130807.60
STEEL PIPE PILES, IN PLACE | | |
0170 501.90 20.000 EA | 850.00000 17000.00| 400.00000 8000.00| 629.00000 12580.00
PILE TIPS | | |
0180 501.91 10.000 EA | 200.00000 2000.00| 400.00000 4000.00| 384.00000 3840.00
PILE SPLICES | | |
0190 501.92 LUMP| 20000.00000 20000.00| 120000.00000 120000.00| 14268.00000 14268.00
PILE DRIVING EQUIPMENT MOBILIZATION | | |
LETTING DATE : 07/24/02 MAINE DEPARTMENT OF TRANSPORTATION DATE : 12/10/02
PAGE : 7
LOCATION : TABULATION OF BIDS
CONTRACT ID : 007574.00
=========
====================================================================================================================================
|( 4 ) 000063 |( 5 ) 000032 |( 6 ) 000768
|WYMAN & SIMPSON, INC. |REED & REED INC. |MOORES MARINE CONSTRUCTION, COR
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0200 502.21 63.000 M3 | 510.00000 32130.00| 1350.00000 85050.00| 799.00000 50337.00
STRUCTURAL CONCRETE, ABUTMENTS AND | | |
RETAINING WALLS | | |
0210 502.23 61.000 M3 | 825.00000 50325.00| 1500.00000 91500.00| 1275.00000 77775.00
STRUCTURAL CONCRETE PIERS | | |
0220 502.25 69.000 LS | 50000.00000 50000.00| 65000.00000 65000.00| 60178.00000 60178.00
STRUCTURAL CONCRETE SUPERSTRUCTURE SLAB | | |
0230 502.31 28.000 LS | 12000.00000 12000.00| 10000.00000 10000.00| 9079.00000 9079.00
STRUCTURAL CONCRETE APPROACH SLABS | | |
0240 502.49 110.000 LS | 50000.00000 50000.00| 82000.00000 82000.00| 92358.00000 92358.00
STRUCTURAL CONCRETE CURBS AND SIDEWALKS | | |
0250 503.141 14500.000 LS | 20000.00000 20000.00| 15000.00000 15000.00| 16063.00000 16063.00
EPOXY COATED REINFORCING STEEL, | | |
FABRICATED AND DELIVERED | | |
0260 503.151 14500.000 LS | 12500.00000 12500.00| 16000.00000 16000.00| 30278.00000 30278.00
EPOXY COATED REINFORCING STEEL PLACING | | |
0270 503.17 352.000 EA | 25.00000 8800.00| 0.01000 3.52| 1.19000 418.88
MECHANICAL WELDED SPLICE | | |
0280 507.083 124.000 M | 440.00000 54560.00| 400.00000 49600.00| 470.63000 58358.12
STEEL BRIDGE RAILING, 4-BAR | | |
0290 508.14 900.000 LS | 20000.00000 20000.00| 20000.00000 20000.00| 21180.00000 21180.00
HIGH PERFORMANCE WATERPROOFING MEMBRANE | | |
0300 514.06 1.000 EA | 700.00000 700.00| 1000.00000 1000.00| 1574.00000 1574.00
CURING BOX FOR CONCRETE CYLINDERS | | |
0310 515.21 390.000 LS | 5000.00000 5000.00| 2500.00000 2500.00| 3302.00000 3302.00
PROTECTIVE COATING FOR CONCRETE SURFACE | | |
0320 526.301 50.000 LS | 5000.00000 5000.00| 45000.00000 45000.00| 13574.00000 13574.00
TEMPORARY CONCRETE BARRIER TYPE I | | |
0330 535.62 425.000 LS | 475000.00000 475000.00| 500000.00000 500000.00| 502539.00000 502539.00
PRESTRESSED STRUCTURAL CONCRETE BOX BEA | | |
0340 603.159 28.000 M | 170.00000 4760.00| 150.00000 4200.00| 176.00000 4928.00
300 MM CULVERT PIPE OPTION III | | |
0350 604.072 1.000 EA | 1800.00000 1800.00| 2000.00000 2000.00| 1403.00000 1403.00
CATCH BASIN TYPE A1-C | | |
0360 604.092 2.000 EA | 1800.00000 3600.00| 2000.00000 4000.00| 1403.00000 2806.00
CATCH BASIN TYPE B1-C | | |
0370 604.18 1.000 EA | 900.00000 900.00| 1000.00000 1000.00| 608.00000 608.00
ADJUSTING MANHOLE OR CATCH BASIN TO | | |
GRADE | | |
0380 606.1721 4.000 EA | 1750.00000 7000.00| 3500.00000 14000.00| 1929.00000 7716.00
BRIDGE TRANSITION - TYPE 1 | | |
LETTING DATE : 07/24/02 MAINE DEPARTMENT OF TRANSPORTATION DATE : 12/10/02
PAGE : 8
LOCATION : TABULATION OF BIDS
CONTRACT ID : 007574.00
=========
====================================================================================================================================
|( 4 ) 000063 |( 5 ) 000032 |( 6 ) 000768
|WYMAN & SIMPSON, INC. |REED & REED INC. |MOORES MARINE CONSTRUCTION, COR
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0390 606.35 6.000 EA | 40.00000 240.00| 38.00000 228.00| 45.00000 270.00
GUARDRAIL DELINEATOR POST | | |
0400 606.55 88.000 M | 90.00000 7920.00| 83.00000 7304.00| 98.00000 8624.00
GUARDRAIL TYPE 3 - SINGLE RAIL | | |
0410 606.76 3.000 EA | 2500.00000 7500.00| 2300.00000 6900.00| 2731.00000 8193.00
MODIFIED ECCENTRIC LOADER TERMINAL | | |
0420 609.31 212.000 M | 14.00000 2968.00| 13.00000 2756.00| 13.63000 2889.56
CURB TYPE 3 | | |
0430 610.08 635.000 M3 | 60.00000 38100.00| 75.00000 47625.00| 57.06000 36233.10
PLAIN RIPRAP | | |
0440 610.18 10.000 M3 | 75.00000 750.00| 85.00000 850.00| 153.00000 1530.00
STONE DITCH PROTECTION | | |
0450 613.319 36.000 M2 | 4.00000 144.00| 5.00000 180.00| 7.00000 252.00
EROSION CONTROL BLANKET | | |
0460 615.07 30.000 M3 | 30.00000 900.00| 50.00000 1500.00| 55.00000 1650.00
LOAM | | |
0470 617.30 15.000 M3 | 35.00000 525.00| 50.00000 750.00| 105.00000 1575.00
COMPOSTED BARK MIX | | |
0480 618.1301 5.000 UN | 120.00000 600.00| 110.00000 550.00| 107.00000 535.00
SEEDING METHOD NUMBER 1 - PLAN QUANTITY | | |
0490 627.71 430.000 M | 1.10000 473.00| 1.00000 430.00| 1.16000 498.80
100 MM WHITE PAVEMENT MARKING LINE | | |
0500 627.72 42.000 M | 1.50000 63.00| 1.35000 56.70| 2.00000 84.00
150 MM WHITE PAVEMENT MARKING LINE | | |
0510 627.73 215.000 M | 3.00000 645.00| 2.75000 591.25| 3.11000 668.65
100 MM YELLOW PAVEMENT MARKING LINE | | |
0520 627.76 LUMP| 1200.00000 1200.00| 1000.00000 1000.00| 1187.00000 1187.00
TEMPORARY PAVEMENT MARKING LINE, WHITE | | |
OR YELLOW | | |
0530 629.05 40.000 MH | 25.00000 1000.00| 35.00000 1400.00| 49.00000 1960.00
HAND LABOR, STRAIGHT TIME | | |
0540 631.12 40.000 HR | 80.00000 3200.00| 85.00000 3400.00| 150.00000 6000.00
ALL PURPOSE EXCAVATOR (INCLUDING | | |
OPERATOR) | | |
0550 631.172 40.000 HR | 35.00000 1400.00| 45.00000 1800.00| 80.00000 3200.00
TRUCK - LARGE (INCLUDING OPERATOR) | | |
0560 635.30 166.000 M2 | 640.00000 106240.00| 750.00000 124500.00| 1591.85000 264247.10
PREFABRICATED MODULAR GRAVITY WALL | | |
0570 637.071 LUMP| 2000.00000 2000.00| 5000.00000 5000.00| 4503.00000 4503.00
DUST CONTROL | | |
0580 639.18 1.000 EA | 4000.00000 4000.00| 8000.00000 8000.00| 12987.00000 12987.00
FIELD OFFICE TYPE A | | |
LETTING DATE : 07/24/02 MAINE DEPARTMENT OF TRANSPORTATION DATE : 12/10/02
PAGE : 9
LOCATION : TABULATION OF BIDS
CONTRACT ID : 007574.00
=========
====================================================================================================================================
|( 4 ) 000063 |( 5 ) 000032 |( 6 ) 000768
|WYMAN & SIMPSON, INC. |REED & REED INC. |MOORES MARINE CONSTRUCTION, COR
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0590 643.72 LUMP| 20000.00000 20000.00| 18000.00000 18000.00| 16977.00000 16977.00
TEMPORARY TRAFFIC SIGNAL | | |
0600 652.31 10.000 EA | 50.00000 500.00| 75.00000 750.00| 59.00000 590.00
TYPE I BARRICADE | | |
0610 652.312 4.000 EA | 150.00000 600.00| 150.00000 600.00| 24.00000 96.00
TYPE III BARRICADE | | |
0620 652.33 25.000 EA | 30.00000 750.00| 75.00000 1875.00| 71.00000 1775.00
DRUM | | |
0630 652.34 25.000 EA | 20.00000 500.00| 25.00000 625.00| 24.00000 600.00
CONE | | |
0640 652.361 270.000 LS | 20000.00000 20000.00| 15000.00000 15000.00| 10574.00000 10574.00
MAINTENANCE OF TRAFFIC CONTROL DEVICES | | |
0650 655.50 LUMP| 10000.00000 10000.00| 7500.00000 7500.00| 9794.00000 9794.00
CATHODIC PROTECTION SYSTEM | | |
0660 656.75 LUMP| 8000.00000 8000.00| 5000.00000 5000.00| 11719.00000 11719.00
TEMPORARY SOIL EROSION AND WATER | | |
POLLUTION CONTROL | | |
0670 659.10 LUMP| 200000.00000 200000.00| 190000.00000 190000.00| 170942.00000 170942.00
MOBILIZATION | | |
0680 660.21 2000.000 MH | 2.00000 4000.00| 0.01000 20.00| 5.94000 11880.00
ON-THE-JOB TRAINING (BID) | | |
0690 621.552 60.000 EA | 80.00000 4800.00| 73.00000 4380.00| 47.00000 2820.00
DECIDUOUS SHRUBS (900 MM - 1200 MM) | | |
GROUP A | | |
SECTION TOTALS | $ 1,894,582.00| $ 2,029,639.47| $ 2,106,443.00
------------------------------------------+----------------------------+----------------------------+-------------------------------
CONTRACT TOTALS | $ 1,894,582.00| $ 2,029,639.47| $ 2,106,443.00
====================================================================================================================================