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LETTING DATE : 03/19/03 MAINE DEPARTMENT OF TRANSPORTATION DATE : 03/19/03
PAGE : 1
COUNTIE(S): OXFORD TABULATION OF BIDS
CONTRACT ID : 008986.00 COMPLETION DATE : 11/28/03
=========
PROJECT(S): BH-8986(00)X LOCATION(S): CARTHAGE 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. $ 677,497.00 100.0000%
2 000054 THE DIAZ CORPORATION $ 750,061.00 110.7106%
3 000416 T BUCK CONSTRUCTION INC. $ 763,827.75 112.7426%
4 000164 C P M CONSTRUCTORS $ 775,459.30 114.4594%
5 000063 WYMAN & SIMPSON, INC. $ 864,394.00 127.5864%
6 000032 REED & REED, INC. $ 893,822.50 131.9301%
7 000009 BANCROFT CONTRACTING CORP. $ 1,103,840.00 162.9291%
====================================================================================================================================
|( 1 ) 000272 |( 2 ) 000054 |( 3 ) 000416
|A & V CONSTRUCTION, CORP. |THE DIAZ CORPORATION |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 202.19 450.000 LS | 75000.00000 75000.00| 85000.00000 85000.00| 113000.00000 113000.00
REMOVING EXISTING BRIDGE | | |
0020 203.20 1200.000 M3 | 9.50000 11400.00| 8.00000 9600.00| 10.50000 12600.00
COMMON EXCAVATION | | |
0030 203.24 20.000 M3 | 22.00000 440.00| 15.00000 300.00| 33.50000 670.00
COMMON BORROW | | |
0040 203.25 370.000 M3 | 22.00000 8140.00| 30.00000 11100.00| 21.25000 7862.50
GRANULAR BORROW | | |
0050 206.082 170.000 M3 | 23.00000 3910.00| 22.00000 3740.00| 16.50000 2805.00
STRUCTURAL EARTH EXCAVATION - MAJOR | | |
STRUCTURES | | |
0060 304.10 1110.000 M3 | 22.00000 24420.00| 21.00000 23310.00| 25.00000 27750.00
AGGREGATE SUBBASE COURSE - GRAVEL | | |
0070 403.207 190.000 MG | 69.00000 13110.00| 75.00000 14250.00| 75.00000 14250.00
HOT MIX ASPHALT 19.0 MM NOMINAL MAX SIZ | | |
0080 403.208 140.000 MG | 73.00000 10220.00| 75.00000 10500.00| 80.00000 11200.00
HOT MIX ASPHALT 12.5 MM, SURFACE | | |
0090 403.210 52.000 MG | 75.00000 3900.00| 75.00000 3900.00| 65.00000 3380.00
HOT MIX ASPHALT 9.5 MM NOMINAL MAX SIZE | | |
LETTING DATE : 03/19/03 MAINE DEPARTMENT OF TRANSPORTATION DATE : 03/19/03
PAGE : 2
COUNTIE(S): OXFORD TABULATION OF BIDS
CONTRACT ID : 008986.00
=========
====================================================================================================================================
|( 1 ) 000272 |( 2 ) 000054 |( 3 ) 000416
|A & V CONSTRUCTION, CORP. |THE DIAZ CORPORATION |T BUCK CONSTRUCTION INC.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0100 501.231 1.000 EA | 8660.00000 8660.00| 5000.00000 5000.00| 4000.00000 4000.00
DYNAMIC LOADING TEST | | |
0110 501.54 150.000 M | 180.00000 27000.00| 175.00000 26250.00| 215.00000 32250.00
STEEL H-BEAM PILES 174 KG/M, DELIVERED | | |
0120 501.541 150.000 M | 10.00000 1500.00| 12.00000 1800.00| 14.50000 2175.00
STEEL H-BEAM PILES 174 KG/M, IN PLACE | | |
0130 501.90 10.000 EA | 200.00000 2000.00| 250.00000 2500.00| 250.00000 2500.00
PILE TIPS | | |
0140 501.91 5.000 EA | 10.00000 50.00| 10.00000 50.00| 10.00000 50.00
PILE SPLICES | | |
0150 501.92 LUMP| 15580.00000 15580.00| 15000.00000 15000.00| 18300.00000 18300.00
PILE DRIVING EQUIPMENT MOBILIZATION | | |
0160 502.219 77.000 LS | 40790.00000 40790.00| 50000.00000 50000.00| 47000.00000 47000.00
STRUCTURAL CONCRETE, ABUTMENTS AND | | |
RETAINING WALLS | | |
0170 502.26 75.000 LS | 60720.00000 60720.00| 60000.00000 60000.00| 68000.00000 68000.00
STRUCTURAL CONCRETE ROADWAY AND | | |
SIDEWALK SLABS ON STEEL BRIDGES | | |
0180 502.31 16.000 LS | 5620.00000 5620.00| 5000.00000 5000.00| 4100.00000 4100.00
STRUCTURAL CONCRETE APPROACH SLABS | | |
0190 502.49 20.000 LS | 10150.00000 10150.00| 10000.00000 10000.00| 6500.00000 6500.00
STRUCTURAL CONCRETE CURBS AND SIDEWALKS | | |
0200 503.12 4500.000 KG | 1.30000 5850.00| 0.50000 2250.00| 0.75000 3375.00
REINFORCING STEEL, FABRICATED AND | | |
DELIVERED | | |
0210 503.13 4500.000 KG | 1.20000 5400.00| 0.50000 2250.00| 0.90000 4050.00
REINFORCING STEEL, PLACING | | |
0220 504.70 39700.000 LS | 70360.00000 70360.00| 75000.00000 75000.00| 80000.00000 80000.00
STRUCTURAL STEEL FABRICATED AND | | |
DELIVERED | | |
0230 504.71 39700.000 LS | 9940.00000 9940.00| 12000.00000 12000.00| 29000.00000 29000.00
STRUCTURAL STEEL ERECTION | | |
0240 505.08 856.000 LS | 2550.00000 2550.00| 2200.00000 2200.00| 2125.00000 2125.00
SHEAR CONNECTORS | | |
0250 507.0811 58.500 LS | 16770.00000 16770.00| 20000.00000 20000.00| 15200.00000 15200.00
STEEL BRIDGE RAILING, 2 BAR | | |
0260 508.13 290.000 LS | 4860.00000 4860.00| 5000.00000 5000.00| 5000.00000 5000.00
MEMBRANE WATERPROOFING | | |
0270 510.10 LUMP| 81240.00000 81240.00| 140000.00000 140000.00| 99000.00000 99000.00
SPECIAL DETOUR_____(M) ROADWAY WIDTH | | |
VEHICULAR & PEDESTRIAN TRAFFIC NOT | | |
SEPARATED | | |
LETTING DATE : 03/19/03 MAINE DEPARTMENT OF TRANSPORTATION DATE : 03/19/03
PAGE : 3
COUNTIE(S): OXFORD TABULATION OF BIDS
CONTRACT ID : 008986.00
=========
====================================================================================================================================
|( 1 ) 000272 |( 2 ) 000054 |( 3 ) 000416
|A & V CONSTRUCTION, CORP. |THE DIAZ CORPORATION |T BUCK CONSTRUCTION INC.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0280 514.06 1.000 EA | 3400.00000 3400.00| 1000.00000 1000.00| 750.00000 750.00
CURING BOX FOR CONCRETE CYLINDERS | | |
0290 515.21 110.000 LS | 960.00000 960.00| 800.00000 800.00| 550.00000 550.00
PROTECTIVE COATING FOR CONCRETE SURFACE | | |
0300 526.301 40.000 LS | 3720.00000 3720.00| 1200.00000 1200.00| 4000.00000 4000.00
TEMPORARY CONCRETE BARRIER TYPE I | | |
0310 526.34 4.000 EA | 1130.00000 4520.00| 1800.00000 7200.00| 1100.00000 4400.00
PERMANENT CONCRETE TRANSITION BARRIER | | |
0320 606.1721 4.000 EA | 1010.00000 4040.00| 1000.00000 4000.00| 1050.00000 4200.00
BRIDGE TRANSITION - TYPE 1 | | |
0330 606.265 2.000 EA | 51.00000 102.00| 50.00000 100.00| 50.00000 100.00
TERMINAL END - SINGLE RAIL - GALVANIZED | | |
STEEL | | |
0340 606.35 6.000 EA | 25.00000 150.00| 25.00000 150.00| 25.00000 150.00
GUARDRAIL DELINEATOR POST | | |
0350 606.55 35.000 M | 31.00000 1085.00| 32.00000 1120.00| 33.25000 1163.75
GUARDRAIL TYPE 3 - SINGLE RAIL | | |
0360 606.60 12.000 M | 35.00000 420.00| 35.00000 420.00| 41.00000 492.00
GUARDRAIL TYPE 3 - OVER 4.5 METER RADIU | | |
0370 606.76 2.000 EA | 1520.00000 3040.00| 1700.00000 3400.00| 1500.00000 3000.00
MODIFIED ECCENTRIC LOADER TERMINAL | | |
0380 610.08 510.000 M3 | 41.00000 20910.00| 35.00000 17850.00| 50.00000 25500.00
PLAIN RIPRAP | | |
0390 613.319 24.000 M2 | 24.00000 576.00| 4.00000 96.00| 5.25000 126.00
EROSION CONTROL BLANKET | | |
0400 615.07 31.000 M3 | 45.00000 1395.00| 45.00000 1395.00| 42.00000 1302.00
LOAM | | |
0410 618.1411 6.500 UN | 94.00000 611.00| 100.00000 650.00| 85.00000 552.50
SEEDING METHOD NUMBER 3 - PLAN QUANTITY | | |
0420 619.1201 8.000 UN | 32.00000 256.00| 35.00000 280.00| 25.00000 200.00
MULCH - PLAN QUANTITY | | |
0430 619.1401 62.000 M3 | 51.00000 3162.00| 35.00000 2170.00| 42.00000 2604.00
EROSION CONTROL MIX | | |
0440 620.58 250.000 M2 | 3.50000 875.00| 5.00000 1250.00| 2.00000 500.00
EROSION CONTROL GEOTEXTILE | | |
0450 621.031 5.000 EA | 95.00000 475.00| 100.00000 500.00| 200.00000 1000.00
EVERGREEN TREES (1200 MM - 1500 MM) | | |
GROUP A | | |
0460 621.249 6.000 EA | 170.00000 1020.00| 170.00000 1020.00| 250.00000 1500.00
LARGE DECIDUOUS TREES (1800 MM - 2400 | | |
MM) GROUP A | | |
LETTING DATE : 03/19/03 MAINE DEPARTMENT OF TRANSPORTATION DATE : 03/19/03
PAGE : 4
COUNTIE(S): OXFORD TABULATION OF BIDS
CONTRACT ID : 008986.00
=========
====================================================================================================================================
|( 1 ) 000272 |( 2 ) 000054 |( 3 ) 000416
|A & V CONSTRUCTION, CORP. |THE DIAZ CORPORATION |T BUCK CONSTRUCTION INC.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0470 621.54 40.000 EA | 24.00000 960.00| 25.00000 1000.00| 45.00000 1800.00
DECIDUOUS SHRUBS (450 MM - 600 MM) | | |
GROUP A | | |
0480 627.711 500.000 M | 2.50000 1250.00| 3.00000 1500.00| 2.50000 1250.00
WHITE OR YELLOW PAINTED PAVEMENT | | |
MARKING LINE (PLAN QUANTITY ) | | |
0490 627.76 LUMP| 1520.00000 1520.00| 1800.00000 1800.00| 1600.00000 1600.00
TEMPORARY PAVEMENT MARKING LINE, WHITE | | |
OR YELLOW | | |
0500 627.77 3.000 M2 | 110.00000 330.00| 120.00000 360.00| 110.00000 330.00
REMOVING PAVEMENT MARKINGS | | |
0510 629.05 80.000 HR | 35.00000 2800.00| 25.00000 2000.00| 30.00000 2400.00
HAND LABOR, STRAIGHT TIME | | |
0520 631.12 20.000 HR | 110.00000 2200.00| 110.00000 2200.00| 120.00000 2400.00
ALL PURPOSE EXCAVATOR (INCLUDING | | |
OPERATOR) | | |
0530 631.132 20.000 HR | 75.00000 1500.00| 75.00000 1500.00| 65.00000 1300.00
SMALL BULLDOZER (INCLUDING OPERATOR) | | |
0540 631.14 20.000 HR | 120.00000 2400.00| 80.00000 1600.00| 125.00000 2500.00
GRADER (INCLUDING OPERATOR) | | |
0550 631.15 20.000 HR | 75.00000 1500.00| 60.00000 1200.00| 65.00000 1300.00
ROLLER, EARTH AND BASE COURSE | | |
(INCLUDING OPERATOR) | | |
0560 631.172 20.000 HR | 55.00000 1100.00| 45.00000 900.00| 55.00000 1100.00
TRUCK - LARGE (INCLUDING OPERATOR) | | |
0570 631.36 20.000 HR | 40.00000 800.00| 30.00000 600.00| 45.00000 900.00
FOREPERSON | | |
0580 637.071 LUMP| 2900.00000 2900.00| 2000.00000 2000.00| 2500.00000 2500.00
DUST CONTROL | | |
0590 639.19 1.000 EA | 4000.00000 4000.00| 6500.00000 6500.00| 7200.00000 7200.00
FIELD OFFICE TYPE B | | |
0600 652.31 6.000 EA | 55.00000 330.00| 50.00000 300.00| 90.00000 540.00
TYPE I BARRICADE | | |
0610 652.33 20.000 EA | 55.00000 1100.00| 50.00000 1000.00| 45.00000 900.00
DRUM | | |
0620 652.34 20.000 EA | 15.00000 300.00| 20.00000 400.00| 20.00000 400.00
CONE | | |
0630 652.35 50.000 M2 | 120.00000 6000.00| 90.00000 4500.00| 135.00000 6750.00
CONSTRUCTION SIGNS | | |
0640 652.361 180.000 LS | 5750.00000 5750.00| 2500.00000 2500.00| 2800.00000 2800.00
MAINTENANCE OF TRAFFIC CONTROL DEVICES | | |
LETTING DATE : 03/19/03 MAINE DEPARTMENT OF TRANSPORTATION DATE : 03/19/03
PAGE : 5
COUNTIE(S): OXFORD TABULATION OF BIDS
CONTRACT ID : 008986.00
=========
====================================================================================================================================
|( 1 ) 000272 |( 2 ) 000054 |( 3 ) 000416
|A & V CONSTRUCTION, CORP. |THE DIAZ CORPORATION |T BUCK CONSTRUCTION INC.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0650 652.38 40.000 HR | 20.00000 800.00| 15.00000 600.00| 20.00000 800.00
FLAGGER | | |
0660 656.75 LUMP| 9660.00000 9660.00| 7000.00000 7000.00| 6750.00000 6750.00
TEMPORARY SOIL EROSION AND WATER | | |
POLLUTION CONTROL | | |
0670 659.10 LUMP| 60000.00000 60000.00| 70000.00000 70000.00| 50075.00000 50075.00
MOBILIZATION | | |
SECTION TOTALS | $ 677,497.00| $ 750,061.00| $ 763,827.75
------------------------------------------+----------------------------+----------------------------+-------------------------------
CONTRACT TOTALS | $ 677,497.00| $ 750,061.00| $ 763,827.75
====================================================================================================================================
LETTING DATE : 03/19/03 MAINE DEPARTMENT OF TRANSPORTATION DATE : 03/19/03
PAGE : 6
COUNTIE(S): OXFORD TABULATION OF BIDS
CONTRACT ID : 008986.00
=========
====================================================================================================================================
|( 4 ) 000164 |( 5 ) 000063 |( 6 ) 000032
|C P M CONSTRUCTORS |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 202.19 450.000 LS | 100000.00000 100000.00| 125000.00000 125000.00| 120000.00000 120000.00
REMOVING EXISTING BRIDGE | | |
0020 203.20 1200.000 M3 | 11.00000 13200.00| 10.00000 12000.00| 8.00000 9600.00
COMMON EXCAVATION | | |
0030 203.24 20.000 M3 | 50.00000 1000.00| 12.00000 240.00| 14.00000 280.00
COMMON BORROW | | |
0040 203.25 370.000 M3 | 30.00000 11100.00| 24.00000 8880.00| 30.00000 11100.00
GRANULAR BORROW | | |
0050 206.082 170.000 M3 | 15.00000 2550.00| 30.00000 5100.00| 21.00000 3570.00
STRUCTURAL EARTH EXCAVATION - MAJOR | | |
STRUCTURES | | |
0060 304.10 1110.000 M3 | 22.00000 24420.00| 21.00000 23310.00| 19.00000 21090.00
AGGREGATE SUBBASE COURSE - GRAVEL | | |
0070 403.207 190.000 MG | 68.30000 12977.00| 80.00000 15200.00| 70.00000 13300.00
HOT MIX ASPHALT 19.0 MM NOMINAL MAX SIZ | | |
0080 403.208 140.000 MG | 72.20000 10108.00| 80.00000 11200.00| 73.00000 10220.00
HOT MIX ASPHALT 12.5 MM, SURFACE | | |
0090 403.210 52.000 MG | 74.40000 3868.80| 88.00000 4576.00| 75.00000 3900.00
HOT MIX ASPHALT 9.5 MM NOMINAL MAX SIZE | | |
0100 501.231 1.000 EA | 10000.00000 10000.00| 3000.00000 3000.00| 5000.00000 5000.00
DYNAMIC LOADING TEST | | |
0110 501.54 150.000 M | 160.00000 24000.00| 175.00000 26250.00| 175.00000 26250.00
STEEL H-BEAM PILES 174 KG/M, DELIVERED | | |
0120 501.541 150.000 M | 10.00000 1500.00| 10.00000 1500.00| 25.00000 3750.00
STEEL H-BEAM PILES 174 KG/M, IN PLACE | | |
0130 501.90 10.000 EA | 200.00000 2000.00| 300.00000 3000.00| 200.00000 2000.00
PILE TIPS | | |
0140 501.91 5.000 EA | 10.00000 50.00| 50.00000 250.00| 100.00000 500.00
PILE SPLICES | | |
0150 501.92 LUMP| 30000.00000 30000.00| 10000.00000 10000.00| 5000.00000 5000.00
PILE DRIVING EQUIPMENT MOBILIZATION | | |
0160 502.219 77.000 LS | 60000.00000 60000.00| 45000.00000 45000.00| 95000.00000 95000.00
STRUCTURAL CONCRETE, ABUTMENTS AND | | |
RETAINING WALLS | | |
0170 502.26 75.000 LS | 75000.00000 75000.00| 100000.00000 100000.00| 110000.00000 110000.00
STRUCTURAL CONCRETE ROADWAY AND | | |
SIDEWALK SLABS ON STEEL BRIDGES | | |
0180 502.31 16.000 LS | 4000.00000 4000.00| 6000.00000 6000.00| 9000.00000 9000.00
STRUCTURAL CONCRETE APPROACH SLABS | | |
LETTING DATE : 03/19/03 MAINE DEPARTMENT OF TRANSPORTATION DATE : 03/19/03
PAGE : 7
COUNTIE(S): OXFORD TABULATION OF BIDS
CONTRACT ID : 008986.00
=========
====================================================================================================================================
|( 4 ) 000164 |( 5 ) 000063 |( 6 ) 000032
|C P M CONSTRUCTORS |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 20.000 LS | 6500.00000 6500.00| 6500.00000 6500.00| 28000.00000 28000.00
STRUCTURAL CONCRETE CURBS AND SIDEWALKS | | |
0200 503.12 4500.000 KG | 0.75000 3375.00| 1.00000 4500.00| 1.00000 4500.00
REINFORCING STEEL, FABRICATED AND | | |
DELIVERED | | |
0210 503.13 4500.000 KG | 1.00000 4500.00| 0.30000 1350.00| 1.00000 4500.00
REINFORCING STEEL, PLACING | | |
0220 504.70 39700.000 LS | 70000.00000 70000.00| 85000.00000 85000.00| 90000.00000 90000.00
STRUCTURAL STEEL FABRICATED AND | | |
DELIVERED | | |
0230 504.71 39700.000 LS | 10000.00000 10000.00| 5000.00000 5000.00| 25000.00000 25000.00
STRUCTURAL STEEL ERECTION | | |
0240 505.08 856.000 LS | 2100.00000 2100.00| 1800.00000 1800.00| 2500.00000 2500.00
SHEAR CONNECTORS | | |
0250 507.0811 58.500 LS | 15000.00000 15000.00| 17900.00000 17900.00| 16500.00000 16500.00
STEEL BRIDGE RAILING, 2 BAR | | |
0260 508.13 290.000 LS | 4800.00000 4800.00| 5200.00000 5200.00| 6000.00000 6000.00
MEMBRANE WATERPROOFING | | |
0270 510.10 LUMP| 110000.00000 110000.00| 160000.00000 160000.00| 90000.00000 90000.00
SPECIAL DETOUR_____(M) ROADWAY WIDTH | | |
VEHICULAR & PEDESTRIAN TRAFFIC NOT | | |
SEPARATED | | |
0280 514.06 1.000 EA | 750.00000 750.00| 700.00000 700.00| 1500.00000 1500.00
CURING BOX FOR CONCRETE CYLINDERS | | |
0290 515.21 110.000 LS | 700.00000 700.00| 1350.00000 1350.00| 1800.00000 1800.00
PROTECTIVE COATING FOR CONCRETE SURFACE | | |
0300 526.301 40.000 LS | 11000.00000 11000.00| 3500.00000 3500.00| 4000.00000 4000.00
TEMPORARY CONCRETE BARRIER TYPE I | | |
0310 526.34 4.000 EA | 1200.00000 4800.00| 1800.00000 7200.00| 2500.00000 10000.00
PERMANENT CONCRETE TRANSITION BARRIER | | |
0320 606.1721 4.000 EA | 1000.00000 4000.00| 1100.00000 4400.00| 1000.00000 4000.00
BRIDGE TRANSITION - TYPE 1 | | |
0330 606.265 2.000 EA | 50.00000 100.00| 55.00000 110.00| 50.00000 100.00
TERMINAL END - SINGLE RAIL - GALVANIZED | | |
STEEL | | |
0340 606.35 6.000 EA | 25.00000 150.00| 27.00000 162.00| 25.00000 150.00
GUARDRAIL DELINEATOR POST | | |
0350 606.55 35.000 M | 31.00000 1085.00| 33.00000 1155.00| 31.00000 1085.00
GUARDRAIL TYPE 3 - SINGLE RAIL | | |
0360 606.60 12.000 M | 35.00000 420.00| 37.00000 444.00| 35.00000 420.00
GUARDRAIL TYPE 3 - OVER 4.5 METER RADIU | | |
LETTING DATE : 03/19/03 MAINE DEPARTMENT OF TRANSPORTATION DATE : 03/19/03
PAGE : 8
COUNTIE(S): OXFORD TABULATION OF BIDS
CONTRACT ID : 008986.00
=========
====================================================================================================================================
|( 4 ) 000164 |( 5 ) 000063 |( 6 ) 000032
|C P M CONSTRUCTORS |WYMAN & SIMPSON, INC. |REED & REED INC.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0370 606.76 2.000 EA | 1500.00000 3000.00| 1600.00000 3200.00| 1500.00000 3000.00
MODIFIED ECCENTRIC LOADER TERMINAL | | |
0380 610.08 510.000 M3 | 35.00000 17850.00| 56.00000 28560.00| 34.00000 17340.00
PLAIN RIPRAP | | |
0390 613.319 24.000 M2 | 7.50000 180.00| 3.00000 72.00| 4.00000 96.00
EROSION CONTROL BLANKET | | |
0400 615.07 31.000 M3 | 50.00000 1550.00| 30.00000 930.00| 45.00000 1395.00
LOAM | | |
0410 618.1411 6.500 UN | 93.00000 604.50| 100.00000 650.00| 93.00000 604.50
SEEDING METHOD NUMBER 3 - PLAN QUANTITY | | |
0420 619.1201 8.000 UN | 32.00000 256.00| 35.00000 280.00| 32.00000 256.00
MULCH - PLAN QUANTITY | | |
0430 619.1401 62.000 M3 | 50.00000 3100.00| 65.00000 4030.00| 33.00000 2046.00
EROSION CONTROL MIX | | |
0440 620.58 250.000 M2 | 1.50000 375.00| 3.50000 875.00| 5.00000 1250.00
EROSION CONTROL GEOTEXTILE | | |
0450 621.031 5.000 EA | 100.00000 500.00| 100.00000 500.00| 94.00000 470.00
EVERGREEN TREES (1200 MM - 1500 MM) | | |
GROUP A | | |
0460 621.249 6.000 EA | 170.00000 1020.00| 180.00000 1080.00| 170.00000 1020.00
LARGE DECIDUOUS TREES (1800 MM - 2400 | | |
MM) GROUP A | | |
0470 621.54 40.000 EA | 25.00000 1000.00| 25.00000 1000.00| 24.00000 960.00
DECIDUOUS SHRUBS (450 MM - 600 MM) | | |
GROUP A | | |
0480 627.711 500.000 M | 2.00000 1000.00| 2.50000 1250.00| 2.00000 1000.00
WHITE OR YELLOW PAINTED PAVEMENT | | |
MARKING LINE (PLAN QUANTITY ) | | |
0490 627.76 LUMP| 1150.00000 1150.00| 1100.00000 1100.00| 1000.00000 1000.00
TEMPORARY PAVEMENT MARKING LINE, WHITE | | |
OR YELLOW | | |
0500 627.77 3.000 M2 | 100.00000 300.00| 110.00000 330.00| 100.00000 300.00
REMOVING PAVEMENT MARKINGS | | |
0510 629.05 80.000 HR | 25.00000 2000.00| 24.00000 1920.00| 25.00000 2000.00
HAND LABOR, STRAIGHT TIME | | |
0520 631.12 20.000 HR | 80.00000 1600.00| 85.00000 1700.00| 110.00000 2200.00
ALL PURPOSE EXCAVATOR (INCLUDING | | |
OPERATOR) | | |
0530 631.132 20.000 HR | 75.00000 1500.00| 45.00000 900.00| 75.00000 1500.00
SMALL BULLDOZER (INCLUDING OPERATOR) | | |
0540 631.14 20.000 HR | 100.00000 2000.00| 65.00000 1300.00| 80.00000 1600.00
GRADER (INCLUDING OPERATOR) | | |
LETTING DATE : 03/19/03 MAINE DEPARTMENT OF TRANSPORTATION DATE : 03/19/03
PAGE : 9
COUNTIE(S): OXFORD TABULATION OF BIDS
CONTRACT ID : 008986.00
=========
====================================================================================================================================
|( 4 ) 000164 |( 5 ) 000063 |( 6 ) 000032
|C P M CONSTRUCTORS |WYMAN & SIMPSON, INC. |REED & REED INC.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0550 631.15 20.000 HR | 45.00000 900.00| 45.00000 900.00| 60.00000 1200.00
ROLLER, EARTH AND BASE COURSE | | |
(INCLUDING OPERATOR) | | |
0560 631.172 20.000 HR | 47.00000 940.00| 35.00000 700.00| 45.00000 900.00
TRUCK - LARGE (INCLUDING OPERATOR) | | |
0570 631.36 20.000 HR | 35.00000 700.00| 30.00000 600.00| 35.00000 700.00
FOREPERSON | | |
0580 637.071 LUMP| 1000.00000 1000.00| 1000.00000 1000.00| 1000.00000 1000.00
DUST CONTROL | | |
0590 639.19 1.000 EA | 7000.00000 7000.00| 2500.00000 2500.00| 8000.00000 8000.00
FIELD OFFICE TYPE B | | |
0600 652.31 6.000 EA | 55.00000 330.00| 40.00000 240.00| 275.00000 1650.00
TYPE I BARRICADE | | |
0610 652.33 20.000 EA | 55.00000 1100.00| 35.00000 700.00| 75.00000 1500.00
DRUM | | |
0620 652.34 20.000 EA | 20.00000 400.00| 25.00000 500.00| 25.00000 500.00
CONE | | |
0630 652.35 50.000 M2 | 105.00000 5250.00| 100.00000 5000.00| 200.00000 10000.00
CONSTRUCTION SIGNS | | |
0640 652.361 180.000 LS | 2500.00000 2500.00| 5000.00000 5000.00| 10000.00000 10000.00
MAINTENANCE OF TRAFFIC CONTROL DEVICES | | |
0650 652.38 40.000 HR | 20.00000 800.00| 20.00000 800.00| 18.00000 720.00
FLAGGER | | |
0660 656.75 LUMP| 3500.00000 3500.00| 6000.00000 6000.00| 5000.00000 5000.00
TEMPORARY SOIL EROSION AND WATER | | |
POLLUTION CONTROL | | |
0670 659.10 LUMP| 77000.00000 77000.00| 84000.00000 84000.00| 75000.00000 75000.00
MOBILIZATION | | |
SECTION TOTALS | $ 775,459.30| $ 864,394.00| $ 893,822.50
------------------------------------------+----------------------------+----------------------------+-------------------------------
CONTRACT TOTALS | $ 775,459.30| $ 864,394.00| $ 893,822.50
====================================================================================================================================
LETTING DATE : 03/19/03 MAINE DEPARTMENT OF TRANSPORTATION DATE : 03/19/03
PAGE : 10
COUNTIE(S): OXFORD TABULATION OF BIDS
CONTRACT ID : 008986.00
=========
====================================================================================================================================
|( 7 ) 000009 |( ) |( )
|BANCROFT CONTRACTING CORP. | |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0001 BRIDGE ITEMS
| | |
0010 202.19 450.000 LS | 316455.00000 316455.00| |
REMOVING EXISTING BRIDGE | | |
0020 203.20 1200.000 M3 | 9.45000 11340.00| |
COMMON EXCAVATION | | |
0030 203.24 20.000 M3 | 17.10000 342.00| |
COMMON BORROW | | |
0040 203.25 370.000 M3 | 37.00000 13690.00| |
GRANULAR BORROW | | |
0050 206.082 170.000 M3 | 26.00000 4420.00| |
STRUCTURAL EARTH EXCAVATION - MAJOR | | |
STRUCTURES | | |
0060 304.10 1110.000 M3 | 23.00000 25530.00| |
AGGREGATE SUBBASE COURSE - GRAVEL | | |
0070 403.207 190.000 MG | 85.00000 16150.00| |
HOT MIX ASPHALT 19.0 MM NOMINAL MAX SIZ | | |
0080 403.208 140.000 MG | 88.00000 12320.00| |
HOT MIX ASPHALT 12.5 MM, SURFACE | | |
0090 403.210 52.000 MG | 91.00000 4732.00| |
HOT MIX ASPHALT 9.5 MM NOMINAL MAX SIZE | | |
0100 501.231 1.000 EA | 4880.00000 4880.00| |
DYNAMIC LOADING TEST | | |
0110 501.54 150.000 M | 183.00000 27450.00| |
STEEL H-BEAM PILES 174 KG/M, DELIVERED | | |
0120 501.541 150.000 M | 12.00000 1800.00| |
STEEL H-BEAM PILES 174 KG/M, IN PLACE | | |
0130 501.90 10.000 EA | 244.00000 2440.00| |
PILE TIPS | | |
0140 501.91 5.000 EA | 12.00000 60.00| |
PILE SPLICES | | |
0150 501.92 LUMP| 13237.00000 13237.00| |
PILE DRIVING EQUIPMENT MOBILIZATION | | |
0160 502.219 77.000 LS | 25857.00000 25857.00| |
STRUCTURAL CONCRETE, ABUTMENTS AND | | |
RETAINING WALLS | | |
0170 502.26 75.000 LS | 49045.00000 49045.00| |
STRUCTURAL CONCRETE ROADWAY AND | | |
SIDEWALK SLABS ON STEEL BRIDGES | | |
0180 502.31 16.000 LS | 3251.00000 3251.00| |
STRUCTURAL CONCRETE APPROACH SLABS | | |
LETTING DATE : 03/19/03 MAINE DEPARTMENT OF TRANSPORTATION DATE : 03/19/03
PAGE : 11
COUNTIE(S): OXFORD TABULATION OF BIDS
CONTRACT ID : 008986.00
=========
====================================================================================================================================
|( 7 ) 000009 |( ) |( )
|BANCROFT CONTRACTING CORP. | |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0190 502.49 20.000 LS | 10138.00000 10138.00| |
STRUCTURAL CONCRETE CURBS AND SIDEWALKS | | |
0200 503.12 4500.000 KG | 0.58000 2610.00| |
REINFORCING STEEL, FABRICATED AND | | |
DELIVERED | | |
0210 503.13 4500.000 KG | 0.65000 2925.00| |
REINFORCING STEEL, PLACING | | |
0220 504.70 39700.000 LS | 97478.00000 97478.00| |
STRUCTURAL STEEL FABRICATED AND | | |
DELIVERED | | |
0230 504.71 39700.000 LS | 5392.00000 5392.00| |
STRUCTURAL STEEL ERECTION | | |
0240 505.08 856.000 LS | 1976.00000 1976.00| |
SHEAR CONNECTORS | | |
0250 507.0811 58.500 LS | 15136.00000 15136.00| |
STEEL BRIDGE RAILING, 2 BAR | | |
0260 508.13 290.000 LS | 5835.00000 5835.00| |
MEMBRANE WATERPROOFING | | |
0270 510.10 LUMP| 193126.00000 193126.00| |
SPECIAL DETOUR_____(M) ROADWAY WIDTH | | |
VEHICULAR & PEDESTRIAN TRAFFIC NOT | | |
SEPARATED | | |
0280 514.06 1.000 EA | 549.00000 549.00| |
CURING BOX FOR CONCRETE CYLINDERS | | |
0290 515.21 110.000 LS | 878.00000 878.00| |
PROTECTIVE COATING FOR CONCRETE SURFACE | | |
0300 526.301 40.000 LS | 8186.00000 8186.00| |
TEMPORARY CONCRETE BARRIER TYPE I | | |
0310 526.34 4.000 EA | 3660.00000 14640.00| |
PERMANENT CONCRETE TRANSITION BARRIER | | |
0320 606.1721 4.000 EA | 1220.00000 4880.00| |
BRIDGE TRANSITION - TYPE 1 | | |
0330 606.265 2.000 EA | 61.00000 122.00| |
TERMINAL END - SINGLE RAIL - GALVANIZED | | |
STEEL | | |
0340 606.35 6.000 EA | 30.50000 183.00| |
GUARDRAIL DELINEATOR POST | | |
0350 606.55 35.000 M | 38.00000 1330.00| |
GUARDRAIL TYPE 3 - SINGLE RAIL | | |
0360 606.60 12.000 M | 42.00000 504.00| |
GUARDRAIL TYPE 3 - OVER 4.5 METER RADIU | | |
LETTING DATE : 03/19/03 MAINE DEPARTMENT OF TRANSPORTATION DATE : 03/19/03
PAGE : 12
COUNTIE(S): OXFORD TABULATION OF BIDS
CONTRACT ID : 008986.00
=========
====================================================================================================================================
|( 7 ) 000009 |( ) |( )
|BANCROFT CONTRACTING CORP. | |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0370 606.76 2.000 EA | 1830.00000 3660.00| |
MODIFIED ECCENTRIC LOADER TERMINAL | | |
0380 610.08 510.000 M3 | 41.00000 20910.00| |
PLAIN RIPRAP | | |
0390 613.319 24.000 M2 | 5.00000 120.00| |
EROSION CONTROL BLANKET | | |
0400 615.07 31.000 M3 | 50.00000 1550.00| |
LOAM | | |
0410 618.1411 6.500 UN | 113.00000 734.50| |
SEEDING METHOD NUMBER 3 - PLAN QUANTITY | | |
0420 619.1201 8.000 UN | 40.00000 320.00| |
MULCH - PLAN QUANTITY | | |
0430 619.1401 62.000 M3 | 40.00000 2480.00| |
EROSION CONTROL MIX | | |
0440 620.58 250.000 M2 | 6.25000 1562.50| |
EROSION CONTROL GEOTEXTILE | | |
0450 621.031 5.000 EA | 115.00000 575.00| |
EVERGREEN TREES (1200 MM - 1500 MM) | | |
GROUP A | | |
0460 621.249 6.000 EA | 206.00000 1236.00| |
LARGE DECIDUOUS TREES (1800 MM - 2400 | | |
MM) GROUP A | | |
0470 621.54 40.000 EA | 30.00000 1200.00| |
DECIDUOUS SHRUBS (450 MM - 600 MM) | | |
GROUP A | | |
0480 627.711 500.000 M | 3.00000 1500.00| |
WHITE OR YELLOW PAINTED PAVEMENT | | |
MARKING LINE (PLAN QUANTITY ) | | |
0490 627.76 LUMP| 1830.00000 1830.00| |
TEMPORARY PAVEMENT MARKING LINE, WHITE | | |
OR YELLOW | | |
0500 627.77 3.000 M2 | 135.00000 405.00| |
REMOVING PAVEMENT MARKINGS | | |
0510 629.05 80.000 HR | 34.00000 2720.00| |
HAND LABOR, STRAIGHT TIME | | |
0520 631.12 20.000 HR | 135.00000 2700.00| |
ALL PURPOSE EXCAVATOR (INCLUDING | | |
OPERATOR) | | |
0530 631.132 20.000 HR | 91.00000 1820.00| |
SMALL BULLDOZER (INCLUDING OPERATOR) | | |
0540 631.14 20.000 HR | 97.00000 1940.00| |
GRADER (INCLUDING OPERATOR) | | |
LETTING DATE : 03/19/03 MAINE DEPARTMENT OF TRANSPORTATION DATE : 03/19/03
PAGE : 13
COUNTIE(S): OXFORD TABULATION OF BIDS
CONTRACT ID : 008986.00
=========
====================================================================================================================================
|( 7 ) 000009 |( ) |( )
|BANCROFT CONTRACTING CORP. | |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0550 631.15 20.000 HR | 75.00000 1500.00| |
ROLLER, EARTH AND BASE COURSE | | |
(INCLUDING OPERATOR) | | |
0560 631.172 20.000 HR | 55.00000 1100.00| |
TRUCK - LARGE (INCLUDING OPERATOR) | | |
0570 631.36 20.000 HR | 50.00000 1000.00| |
FOREPERSON | | |
0580 637.071 LUMP| 3660.00000 3660.00| |
DUST CONTROL | | |
0590 639.19 1.000 EA | 6800.00000 6800.00| |
FIELD OFFICE TYPE B | | |
0600 652.31 6.000 EA | 78.00000 468.00| |
TYPE I BARRICADE | | |
0610 652.33 20.000 EA | 53.00000 1060.00| |
DRUM | | |
0620 652.34 20.000 EA | 16.00000 320.00| |
CONE | | |
0630 652.35 50.000 M2 | 130.00000 6500.00| |
CONSTRUCTION SIGNS | | |
0640 652.361 180.000 LS | 5612.00000 5612.00| |
MAINTENANCE OF TRAFFIC CONTROL DEVICES | | |
0650 652.38 40.000 HR | 25.00000 1000.00| |
FLAGGER | | |
0660 656.75 LUMP| 6990.00000 6990.00| |
TEMPORARY SOIL EROSION AND WATER | | |
POLLUTION CONTROL | | |
0670 659.10 LUMP| 121680.00000 121680.00| |
MOBILIZATION | | |
SECTION TOTALS | $ 1,103,840.00| $ 0.00| $ 0.00
------------------------------------------+----------------------------+----------------------------+-------------------------------
CONTRACT TOTALS | $ 1,103,840.00| $ 0.00| $
====================================================================================================================================