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LETTING DATE : 03/12/03 MAINE DEPARTMENT OF TRANSPORTATION DATE : 03/12/03
PAGE : 1
COUNTIE(S): CUMBERLAND TABULATION OF BIDS
CONTRACT ID : 010144.56 COMPLETION DATE : 09/19/03
=========
PROJECT(S): BR-1014(456)X LOCATION(S): BRIDGTON MAINE STATE DEPARTMENT OF TRANSPORTATION
A TRUE COPY : __________________________
TITLE : __________________________
ATTEST : ____________________________ CONTRACT DESCRIPTION : BRIDGE SUPERSTRUCTURE REPLACEMENT NOTARY PUBLIC
--------------------------------------------------------------------------------------------------------------------------
TOTAL % OVER
RANK VENDOR NO./NAME BID LOW BID
--------------------------------------------------------------------------------------------------------------------------
1 000063 WYMAN & SIMPSON, INC. $ 314,582.00 100.0000%
2 001177 ATLANTIC MECHANICAL, INC. $ 330,502.00 105.0607%
3 000164 C P M CONSTRUCTORS $ 354,056.00 112.5481%
4 000416 T BUCK CONSTRUCTION INC. $ 364,392.25 115.8338%
5 000460 M & H LOGGING AND CONSTRUCTION $ 371,680.00 118.1504%
6 000272 A & V CONSTRUCTION, CORP. $ 372,305.00 118.3491%
7 001198 BAYVIEW CONSTRUCTION, CROPORATION. $ 391,836.00 124.5577%
====================================================================================================================================
|( 1 ) 000063 |( 2 ) 001177 |( 3 ) 000164
|WYMAN & SIMPSON, INC. |ATLANTIC MECHANICAL, INC. |C P M CONSTRUCTORS
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0001 BRIDGE ITEMS
| | |
0010 202.19 100.000 LS | 25000.00000 25000.00| 12000.00000 12000.00| 25000.00000 25000.00
REMOVING EXISTING BRIDGE | | |
0020 203.20 400.000 M3 | 9.70000 3880.00| 21.60000 8640.00| 10.00000 4000.00
COMMON EXCAVATION | | |
0030 203.24 10.000 M3 | 12.00000 120.00| 21.60000 216.00| 50.00000 500.00
COMMON BORROW | | |
0040 203.25 40.000 M3 | 40.00000 1600.00| 24.00000 960.00| 60.00000 2400.00
GRANULAR BORROW | | |
0050 206.082 90.000 M3 | 35.00000 3150.00| 21.60000 1944.00| 25.00000 2250.00
STRUCTURAL EARTH EXCAVATION - MAJOR | | |
STRUCTURES | | |
0060 304.10 460.000 M3 | 18.00000 8280.00| 24.00000 11040.00| 30.00000 13800.00
AGGREGATE SUBBASE COURSE - GRAVEL | | |
0070 403.208 56.000 MG | 160.00000 8960.00| 180.00000 10080.00| 150.00000 8400.00
HOT MIX ASPHALT 12.5 MM, SURFACE | | |
0080 403.210 23.000 MG | 160.00000 3680.00| 180.00000 4140.00| 150.00000 3450.00
HOT MIX ASPHALT 9.5 MM NOMINAL MAX SIZE | | |
0090 403.213 64.000 MG | 160.00000 10240.00| 180.00000 11520.00| 150.00000 9600.00
HOT MIX ASPHALT 12.5 MM, BASE | | |
LETTING DATE : 03/12/03 MAINE DEPARTMENT OF TRANSPORTATION DATE : 03/12/03
PAGE : 2
COUNTIE(S): CUMBERLAND TABULATION OF BIDS
CONTRACT ID : 010144.56
=========
====================================================================================================================================
|( 1 ) 000063 |( 2 ) 001177 |( 3 ) 000164
|WYMAN & SIMPSON, INC. |ATLANTIC MECHANICAL, INC. |C P M CONSTRUCTORS
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0100 409.15 50.000 L | 4.00000 200.00| 3.60000 180.00| 10.00000 500.00
BITUMINOUS TACK COAT APPLIED | | |
0110 501.231 1.000 EA | 3000.00000 3000.00| 4800.00000 4800.00| 4000.00000 4000.00
DYNAMIC LOADING TEST | | |
0120 501.40 74.000 M | 56.00000 4144.00| 102.00000 7548.00| 130.00000 9620.00
STEEL H-BEAM PILES 79 KG/M, DELIVERED | | |
0130 501.401 74.000 M | 6.00000 444.00| 12.00000 888.00| 20.00000 1480.00
STEEL H-BEAM PILES 79 KG/M, IN PLACE | | |
0140 501.90 8.000 EA | 315.00000 2520.00| 178.00000 1424.00| 200.00000 1600.00
PILE TIPS | | |
0150 501.92 LUMP| 7500.00000 7500.00| 12000.00000 12000.00| 25000.00000 25000.00
PILE DRIVING EQUIPMENT MOBILIZATION | | |
0160 502.219 37.000 LS | 30000.00000 30000.00| 33336.00000 33336.00| 25000.00000 25000.00
STRUCTURAL CONCRETE, ABUTMENTS AND | | |
RETAINING WALLS | | |
0170 502.25 28.000 LS | 15500.00000 15500.00| 21960.00000 21960.00| 20000.00000 20000.00
STRUCTURAL CONCRETE SUPERSTRUCTURE SLAB | | |
0180 502.31 16.000 LS | 5000.00000 5000.00| 5856.00000 5856.00| 5000.00000 5000.00
STRUCTURAL CONCRETE APPROACH SLABS | | |
0190 502.49 5.000 LS | 7000.00000 7000.00| 5268.00000 5268.00| 5000.00000 5000.00
STRUCTURAL CONCRETE CURBS AND SIDEWALKS | | |
0200 503.12 2600.000 KG | 1.00000 2600.00| 0.72000 1872.00| 1.00000 2600.00
REINFORCING STEEL, FABRICATED AND | | |
DELIVERED | | |
0210 503.13 2600.000 KG | 0.30000 780.00| 1.20000 3120.00| 1.00000 2600.00
REINFORCING STEEL, PLACING | | |
0220 507.0811 31.000 LS | 8300.00000 8300.00| 10000.00000 10000.00| 8500.00000 8500.00
STEEL BRIDGE RAILING, 2 BAR | | |
0230 507.0812 4.000 EA | 1850.00000 7400.00| 2160.00000 8640.00| 1600.00000 6400.00
STEEL APPROACH RAILING : 2-BAR | | |
0240 508.13 140.000 LS | 3200.00000 3200.00| 3582.00000 3582.00| 2700.00000 2700.00
MEMBRANE WATERPROOFING | | |
0250 511.07 LUMP| 2500.00000 2500.00| 4200.00000 4200.00| 7000.00000 7000.00
COFFERDAM: ABUTMENT NO. 1 | | |
0260 511.07 LUMP| 2500.00000 2500.00| 4200.00000 4200.00| 7000.00000 7000.00
COFFERDAM: ABUTMENT NO.2 | | |
0270 512.081 28.000 LS | 2000.00000 2000.00| 2808.00000 2808.00| 2500.00000 2500.00
FRENCH DRAINS | | |
0280 514.06 1.000 EA | 700.00000 700.00| 300.00000 300.00| 750.00000 750.00
CURING BOX FOR CONCRETE CYLINDERS | | |
0290 515.21 54.000 LS | 750.00000 750.00| 480.00000 480.00| 500.00000 500.00
PROTECTIVE COATING FOR CONCRETE SURFACE | | |
LETTING DATE : 03/12/03 MAINE DEPARTMENT OF TRANSPORTATION DATE : 03/12/03
PAGE : 3
COUNTIE(S): CUMBERLAND TABULATION OF BIDS
CONTRACT ID : 010144.56
=========
====================================================================================================================================
|( 1 ) 000063 |( 2 ) 001177 |( 3 ) 000164
|WYMAN & SIMPSON, INC. |ATLANTIC MECHANICAL, INC. |C P M CONSTRUCTORS
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0300 535.60 64.000 LS | 76400.00000 76400.00| 74568.00000 74568.00| 75000.00000 75000.00
PRESTRESSED STRUCTURAL CONCRETE SLAB | | |
0310 606.1722 4.000 EA | 570.00000 2280.00| 840.00000 3360.00| 530.00000 2120.00
BRIDGE TRANSITION - TYPE 2 | | |
0320 606.265 2.000 EA | 22.00000 44.00| 48.00000 96.00| 20.00000 40.00
TERMINAL END - SINGLE RAIL - GALVANIZED | | |
STEEL | | |
0330 606.35 6.000 EA | 24.00000 144.00| 42.00000 252.00| 22.00000 132.00
GUARDRAIL DELINEATOR POST | | |
0340 606.55 73.000 M | 46.00000 3358.00| 42.00000 3066.00| 43.00000 3139.00
GUARDRAIL TYPE 3 - SINGLE RAIL | | |
0350 606.60 16.000 M | 53.00000 848.00| 48.00000 768.00| 50.00000 800.00
GUARDRAIL TYPE 3 - OVER 4.5 METER RADIU | | |
0360 606.76 2.000 EA | 1465.00000 2930.00| 1920.00000 3840.00| 1400.00000 2800.00
MODIFIED ECCENTRIC LOADER TERMINAL | | |
0370 610.08 140.000 M3 | 60.00000 8400.00| 60.00000 8400.00| 65.00000 9100.00
PLAIN RIPRAP | | |
0380 615.07 8.000 M3 | 30.00000 240.00| 60.00000 480.00| 150.00000 1200.00
LOAM | | |
0390 618.1401 2.000 UN | 270.00000 540.00| 360.00000 720.00| 250.00000 500.00
SEEDING METHOD NUMBER 2 - PLAN QUANTITY | | |
0400 619.1201 2.000 UN | 55.00000 110.00| 240.00000 480.00| 50.00000 100.00
MULCH - PLAN QUANTITY | | |
0410 619.1401 15.000 M3 | 74.00000 1110.00| 42.00000 630.00| 70.00000 1050.00
EROSION CONTROL MIX | | |
0420 620.58 160.000 M2 | 3.00000 480.00| 3.00000 480.00| 5.00000 800.00
EROSION CONTROL GEOTEXTILE | | |
0430 627.711 225.000 M | 3.60000 810.00| 4.80000 1080.00| 3.00000 675.00
WHITE OR YELLOW PAINTED PAVEMENT | | |
MARKING LINE (PLAN QUANTITY ) | | |
0440 629.05 10.000 HR | 24.00000 240.00| 24.00000 240.00| 25.00000 250.00
HAND LABOR, STRAIGHT TIME | | |
0450 631.12 10.000 HR | 80.00000 800.00| 96.00000 960.00| 80.00000 800.00
ALL PURPOSE EXCAVATOR (INCLUDING | | |
OPERATOR) | | |
0460 631.14 10.000 HR | 65.00000 650.00| 120.00000 1200.00| 100.00000 1000.00
GRADER (INCLUDING OPERATOR) | | |
0470 631.15 10.000 HR | 40.00000 400.00| 60.00000 600.00| 45.00000 450.00
ROLLER, EARTH AND BASE COURSE | | |
(INCLUDING OPERATOR) | | |
0480 631.172 10.000 HR | 35.00000 350.00| 48.00000 480.00| 45.00000 450.00
TRUCK - LARGE (INCLUDING OPERATOR) | | |
LETTING DATE : 03/12/03 MAINE DEPARTMENT OF TRANSPORTATION DATE : 03/12/03
PAGE : 4
COUNTIE(S): CUMBERLAND TABULATION OF BIDS
CONTRACT ID : 010144.56
=========
====================================================================================================================================
|( 1 ) 000063 |( 2 ) 001177 |( 3 ) 000164
|WYMAN & SIMPSON, INC. |ATLANTIC MECHANICAL, INC. |C P M CONSTRUCTORS
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0490 637.071 LUMP| 1000.00000 1000.00| 1800.00000 1800.00| 1000.00000 1000.00
DUST CONTROL | | |
0500 639.19 1.000 EA | 1500.00000 1500.00| 3600.00000 3600.00| 3500.00000 3500.00
FIELD OFFICE TYPE B | | |
0510 652.39 LUMP| 7500.00000 7500.00| 2400.00000 2400.00| 5000.00000 5000.00
WORK ZONE TRAFFIC CONTROL | | |
0520 656.75 LUMP| 2000.00000 2000.00| 3000.00000 3000.00| 2000.00000 2000.00
TEMPORARY SOIL EROSION AND WATER | | |
POLLUTION CONTROL | | |
0530 659.10 LUMP| 31500.00000 31500.00| 25000.00000 25000.00| 35000.00000 35000.00
MOBILIZATION | | |
SECTION TOTALS | $ 314,582.00| $ 330,502.00| $ 354,056.00
------------------------------------------+----------------------------+----------------------------+-------------------------------
CONTRACT TOTALS | $ 314,582.00| $ 330,502.00| $ 354,056.00
====================================================================================================================================
LETTING DATE : 03/12/03 MAINE DEPARTMENT OF TRANSPORTATION DATE : 03/12/03
PAGE : 5
COUNTIE(S): CUMBERLAND TABULATION OF BIDS
CONTRACT ID : 010144.56
=========
====================================================================================================================================
|( 4 ) 000416 |( 5 ) 000460 |( 6 ) 000272
|T BUCK CONSTRUCTION INC. |M & H LOGGING AND CONSTRUCT |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 202.19 100.000 LS | 32000.00000 32000.00| 8000.00000 8000.00| 25500.00000 25500.00
REMOVING EXISTING BRIDGE | | |
0020 203.20 400.000 M3 | 9.50000 3800.00| 15.00000 6000.00| 9.00000 3600.00
COMMON EXCAVATION | | |
0030 203.24 10.000 M3 | 31.00000 310.00| 20.00000 200.00| 26.00000 260.00
COMMON BORROW | | |
0040 203.25 40.000 M3 | 23.25000 930.00| 40.00000 1600.00| 31.00000 1240.00
GRANULAR BORROW | | |
0050 206.082 90.000 M3 | 33.75000 3037.50| 50.00000 4500.00| 49.00000 4410.00
STRUCTURAL EARTH EXCAVATION - MAJOR | | |
STRUCTURES | | |
0060 304.10 460.000 M3 | 23.50000 10810.00| 25.00000 11500.00| 31.00000 14260.00
AGGREGATE SUBBASE COURSE - GRAVEL | | |
0070 403.208 56.000 MG | 153.00000 8568.00| 165.00000 9240.00| 160.00000 8960.00
HOT MIX ASPHALT 12.5 MM, SURFACE | | |
0080 403.210 23.000 MG | 153.00000 3519.00| 165.00000 3795.00| 160.00000 3680.00
HOT MIX ASPHALT 9.5 MM NOMINAL MAX SIZE | | |
0090 403.213 64.000 MG | 151.00000 9664.00| 165.00000 10560.00| 160.00000 10240.00
HOT MIX ASPHALT 12.5 MM, BASE | | |
0100 409.15 50.000 L | 6.00000 300.00| 3.30000 165.00| 3.00000 150.00
BITUMINOUS TACK COAT APPLIED | | |
0110 501.231 1.000 EA | 5000.00000 5000.00| 4500.00000 4500.00| 7000.00000 7000.00
DYNAMIC LOADING TEST | | |
0120 501.40 74.000 M | 175.00000 12950.00| 140.00000 10360.00| 150.00000 11100.00
STEEL H-BEAM PILES 79 KG/M, DELIVERED | | |
0130 501.401 74.000 M | 81.00000 5994.00| 25.00000 1850.00| 20.00000 1480.00
STEEL H-BEAM PILES 79 KG/M, IN PLACE | | |
0140 501.90 8.000 EA | 200.00000 1600.00| 250.00000 2000.00| 220.00000 1760.00
PILE TIPS | | |
0150 501.92 LUMP| 14000.00000 14000.00| 16000.00000 16000.00| 16900.00000 16900.00
PILE DRIVING EQUIPMENT MOBILIZATION | | |
0160 502.219 37.000 LS | 22500.00000 22500.00| 38000.00000 38000.00| 24000.00000 24000.00
STRUCTURAL CONCRETE, ABUTMENTS AND | | |
RETAINING WALLS | | |
0170 502.25 28.000 LS | 17000.00000 17000.00| 18000.00000 18000.00| 15900.00000 15900.00
STRUCTURAL CONCRETE SUPERSTRUCTURE SLAB | | |
0180 502.31 16.000 LS | 4200.00000 4200.00| 8000.00000 8000.00| 9200.00000 9200.00
STRUCTURAL CONCRETE APPROACH SLABS | | |
0190 502.49 5.000 LS | 4700.00000 4700.00| 7000.00000 7000.00| 6200.00000 6200.00
STRUCTURAL CONCRETE CURBS AND SIDEWALKS | | |
LETTING DATE : 03/12/03 MAINE DEPARTMENT OF TRANSPORTATION DATE : 03/12/03
PAGE : 6
COUNTIE(S): CUMBERLAND TABULATION OF BIDS
CONTRACT ID : 010144.56
=========
====================================================================================================================================
|( 4 ) 000416 |( 5 ) 000460 |( 6 ) 000272
|T BUCK CONSTRUCTION INC. |M & H LOGGING AND CONSTRUCT |A & V CONSTRUCTION, CORP.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0200 503.12 2600.000 KG | 0.65000 1690.00| 1.00000 2600.00| 1.00000 2600.00
REINFORCING STEEL, FABRICATED AND | | |
DELIVERED | | |
0210 503.13 2600.000 KG | 1.00000 2600.00| 1.00000 2600.00| 1.00000 2600.00
REINFORCING STEEL, PLACING | | |
0220 507.0811 31.000 LS | 8200.00000 8200.00| 10000.00000 10000.00| 8000.00000 8000.00
STEEL BRIDGE RAILING, 2 BAR | | |
0230 507.0812 4.000 EA | 1450.00000 5800.00| 1000.00000 4000.00| 830.00000 3320.00
STEEL APPROACH RAILING : 2-BAR | | |
0240 508.13 140.000 LS | 3500.00000 3500.00| 4000.00000 4000.00| 2700.00000 2700.00
MEMBRANE WATERPROOFING | | |
0250 511.07 LUMP| 18700.00000 18700.00| 2000.00000 2000.00| 17300.00000 17300.00
COFFERDAM: ABUTMENT NO. 1 | | |
0260 511.07 LUMP| 18700.00000 18700.00| 2000.00000 2000.00| 17300.00000 17300.00
COFFERDAM: ABUTMENT NO.2 | | |
0270 512.081 28.000 LS | 3000.00000 3000.00| 2000.00000 2000.00| 2500.00000 2500.00
FRENCH DRAINS | | |
0280 514.06 1.000 EA | 400.00000 400.00| 1000.00000 1000.00| 1500.00000 1500.00
CURING BOX FOR CONCRETE CYLINDERS | | |
0290 515.21 54.000 LS | 330.00000 330.00| 500.00000 500.00| 300.00000 300.00
PROTECTIVE COATING FOR CONCRETE SURFACE | | |
0300 535.60 64.000 LS | 67400.00000 67400.00| 80000.00000 80000.00| 68800.00000 68800.00
PRESTRESSED STRUCTURAL CONCRETE SLAB | | |
0310 606.1722 4.000 EA | 530.00000 2120.00| 750.00000 3000.00| 540.00000 2160.00
BRIDGE TRANSITION - TYPE 2 | | |
0320 606.265 2.000 EA | 20.00000 40.00| 45.00000 90.00| 20.00000 40.00
TERMINAL END - SINGLE RAIL - GALVANIZED | | |
STEEL | | |
0330 606.35 6.000 EA | 22.00000 132.00| 40.00000 240.00| 22.00000 132.00
GUARDRAIL DELINEATOR POST | | |
0340 606.55 73.000 M | 44.25000 3230.25| 40.00000 2920.00| 44.00000 3212.00
GUARDRAIL TYPE 3 - SINGLE RAIL | | |
0350 606.60 16.000 M | 50.00000 800.00| 45.00000 720.00| 51.00000 816.00
GUARDRAIL TYPE 3 - OVER 4.5 METER RADIU | | |
0360 606.76 2.000 EA | 1370.00000 2740.00| 1800.00000 3600.00| 1400.00000 2800.00
MODIFIED ECCENTRIC LOADER TERMINAL | | |
0370 610.08 140.000 M3 | 50.00000 7000.00| 60.00000 8400.00| 90.00000 12600.00
PLAIN RIPRAP | | |
0380 615.07 8.000 M3 | 52.50000 420.00| 80.00000 640.00| 76.00000 608.00
LOAM | | |
0390 618.1401 2.000 UN | 150.00000 300.00| 90.00000 180.00| 250.00000 500.00
SEEDING METHOD NUMBER 2 - PLAN QUANTITY | | |
LETTING DATE : 03/12/03 MAINE DEPARTMENT OF TRANSPORTATION DATE : 03/12/03
PAGE : 7
COUNTIE(S): CUMBERLAND TABULATION OF BIDS
CONTRACT ID : 010144.56
=========
====================================================================================================================================
|( 4 ) 000416 |( 5 ) 000460 |( 6 ) 000272
|T BUCK CONSTRUCTION INC. |M & H LOGGING AND CONSTRUCT |A & V CONSTRUCTION, CORP.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0400 619.1201 2.000 UN | 50.00000 100.00| 80.00000 160.00| 51.00000 102.00
MULCH - PLAN QUANTITY | | |
0410 619.1401 15.000 M3 | 39.00000 585.00| 50.00000 750.00| 70.00000 1050.00
EROSION CONTROL MIX | | |
0420 620.58 160.000 M2 | 3.00000 480.00| 5.00000 800.00| 5.00000 800.00
EROSION CONTROL GEOTEXTILE | | |
0430 627.711 225.000 M | 3.30000 742.50| 3.60000 810.00| 3.00000 675.00
WHITE OR YELLOW PAINTED PAVEMENT | | |
MARKING LINE (PLAN QUANTITY ) | | |
0440 629.05 10.000 HR | 30.00000 300.00| 25.00000 250.00| 35.00000 350.00
HAND LABOR, STRAIGHT TIME | | |
0450 631.12 10.000 HR | 125.00000 1250.00| 75.00000 750.00| 130.00000 1300.00
ALL PURPOSE EXCAVATOR (INCLUDING | | |
OPERATOR) | | |
0460 631.14 10.000 HR | 75.00000 750.00| 90.00000 900.00| 150.00000 1500.00
GRADER (INCLUDING OPERATOR) | | |
0470 631.15 10.000 HR | 65.00000 650.00| 50.00000 500.00| 55.00000 550.00
ROLLER, EARTH AND BASE COURSE | | |
(INCLUDING OPERATOR) | | |
0480 631.172 10.000 HR | 55.00000 550.00| 40.00000 400.00| 55.00000 550.00
TRUCK - LARGE (INCLUDING OPERATOR) | | |
0490 637.071 LUMP| 1000.00000 1000.00| 1000.00000 1000.00| 3100.00000 3100.00
DUST CONTROL | | |
0500 639.19 1.000 EA | 4400.00000 4400.00| 3000.00000 3000.00| 3000.00000 3000.00
FIELD OFFICE TYPE B | | |
0510 652.39 LUMP| 8600.00000 8600.00| 8000.00000 8000.00| 13800.00000 13800.00
WORK ZONE TRAFFIC CONTROL | | |
0520 656.75 LUMP| 4000.00000 4000.00| 3000.00000 3000.00| 4900.00000 4900.00
TEMPORARY SOIL EROSION AND WATER | | |
POLLUTION CONTROL | | |
0530 659.10 LUMP| 33000.00000 33000.00| 59600.00000 59600.00| 25000.00000 25000.00
MOBILIZATION | | |
SECTION TOTALS | $ 364,392.25| $ 371,680.00| $ 372,305.00
------------------------------------------+----------------------------+----------------------------+-------------------------------
CONTRACT TOTALS | $ 364,392.25| $ 371,680.00| $ 372,305.00
====================================================================================================================================
LETTING DATE : 03/12/03 MAINE DEPARTMENT OF TRANSPORTATION DATE : 03/12/03
PAGE : 8
COUNTIE(S): CUMBERLAND TABULATION OF BIDS
CONTRACT ID : 010144.56
=========
====================================================================================================================================
|( 7 ) 001198 |( ) |( )
|BAYVIEW CONSTRUCTION, CORP. | |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0001 BRIDGE ITEMS
| | |
0010 202.19 100.000 LS | 29000.00000 29000.00| |
REMOVING EXISTING BRIDGE | | |
0020 203.20 400.000 M3 | 22.00000 8800.00| |
COMMON EXCAVATION | | |
0030 203.24 10.000 M3 | 19.00000 190.00| |
COMMON BORROW | | |
0040 203.25 40.000 M3 | 45.00000 1800.00| |
GRANULAR BORROW | | |
0050 206.082 90.000 M3 | 34.00000 3060.00| |
STRUCTURAL EARTH EXCAVATION - MAJOR | | |
STRUCTURES | | |
0060 304.10 460.000 M3 | 28.00000 12880.00| |
AGGREGATE SUBBASE COURSE - GRAVEL | | |
0070 403.208 56.000 MG | 165.00000 9240.00| |
HOT MIX ASPHALT 12.5 MM, SURFACE | | |
0080 403.210 23.000 MG | 165.00000 3795.00| |
HOT MIX ASPHALT 9.5 MM NOMINAL MAX SIZE | | |
0090 403.213 64.000 MG | 165.00000 10560.00| |
HOT MIX ASPHALT 12.5 MM, BASE | | |
0100 409.15 50.000 L | 3.00000 150.00| |
BITUMINOUS TACK COAT APPLIED | | |
0110 501.231 1.000 EA | 4000.00000 4000.00| |
DYNAMIC LOADING TEST | | |
0120 501.40 74.000 M | 120.00000 8880.00| |
STEEL H-BEAM PILES 79 KG/M, DELIVERED | | |
0130 501.401 74.000 M | 20.00000 1480.00| |
STEEL H-BEAM PILES 79 KG/M, IN PLACE | | |
0140 501.90 8.000 EA | 200.00000 1600.00| |
PILE TIPS | | |
0150 501.92 LUMP| 24000.00000 24000.00| |
PILE DRIVING EQUIPMENT MOBILIZATION | | |
0160 502.219 37.000 LS | 29000.00000 29000.00| |
STRUCTURAL CONCRETE, ABUTMENTS AND | | |
RETAINING WALLS | | |
0170 502.25 28.000 LS | 18000.00000 18000.00| |
STRUCTURAL CONCRETE SUPERSTRUCTURE SLAB | | |
0180 502.31 16.000 LS | 9300.00000 9300.00| |
STRUCTURAL CONCRETE APPROACH SLABS | | |
0190 502.49 5.000 LS | 6000.00000 6000.00| |
STRUCTURAL CONCRETE CURBS AND SIDEWALKS | | |
LETTING DATE : 03/12/03 MAINE DEPARTMENT OF TRANSPORTATION DATE : 03/12/03
PAGE : 9
COUNTIE(S): CUMBERLAND TABULATION OF BIDS
CONTRACT ID : 010144.56
=========
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|( 7 ) 001198 |( ) |( )
|BAYVIEW CONSTRUCTION, CORP. | |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0200 503.12 2600.000 KG | 0.75000 1950.00| |
REINFORCING STEEL, FABRICATED AND | | |
DELIVERED | | |
0210 503.13 2600.000 KG | 1.00000 2600.00| |
REINFORCING STEEL, PLACING | | |
0220 507.0811 31.000 LS | 9000.00000 9000.00| |
STEEL BRIDGE RAILING, 2 BAR | | |
0230 507.0812 4.000 EA | 2000.00000 8000.00| |
STEEL APPROACH RAILING : 2-BAR | | |
0240 508.13 140.000 LS | 3500.00000 3500.00| |
MEMBRANE WATERPROOFING | | |
0250 511.07 LUMP| 28500.00000 28500.00| |
COFFERDAM: ABUTMENT NO. 1 | | |
0260 511.07 LUMP| 18500.00000 18500.00| |
COFFERDAM: ABUTMENT NO.2 | | |
0270 512.081 28.000 LS | 1900.00000 1900.00| |
FRENCH DRAINS | | |
0280 514.06 1.000 EA | 1500.00000 1500.00| |
CURING BOX FOR CONCRETE CYLINDERS | | |
0290 515.21 54.000 LS | 1000.00000 1000.00| |
PROTECTIVE COATING FOR CONCRETE SURFACE | | |
0300 535.60 64.000 LS | 65500.00000 65500.00| |
PRESTRESSED STRUCTURAL CONCRETE SLAB | | |
0310 606.1722 4.000 EA | 1000.00000 4000.00| |
BRIDGE TRANSITION - TYPE 2 | | |
0320 606.265 2.000 EA | 20.00000 40.00| |
TERMINAL END - SINGLE RAIL - GALVANIZED | | |
STEEL | | |
0330 606.35 6.000 EA | 22.00000 132.00| |
GUARDRAIL DELINEATOR POST | | |
0340 606.55 73.000 M | 43.00000 3139.00| |
GUARDRAIL TYPE 3 - SINGLE RAIL | | |
0350 606.60 16.000 M | 50.00000 800.00| |
GUARDRAIL TYPE 3 - OVER 4.5 METER RADIU | | |
0360 606.76 2.000 EA | 1500.00000 3000.00| |
MODIFIED ECCENTRIC LOADER TERMINAL | | |
0370 610.08 140.000 M3 | 53.00000 7420.00| |
PLAIN RIPRAP | | |
0380 615.07 8.000 M3 | 30.00000 240.00| |
LOAM | | |
0390 618.1401 2.000 UN | 250.00000 500.00| |
SEEDING METHOD NUMBER 2 - PLAN QUANTITY | | |
LETTING DATE : 03/12/03 MAINE DEPARTMENT OF TRANSPORTATION DATE : 03/12/03
PAGE : 10
COUNTIE(S): CUMBERLAND TABULATION OF BIDS
CONTRACT ID : 010144.56
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|( 7 ) 001198 |( ) |( )
|BAYVIEW CONSTRUCTION, CORP. | |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0400 619.1201 2.000 UN | 50.00000 100.00| |
MULCH - PLAN QUANTITY | | |
0410 619.1401 15.000 M3 | 40.00000 600.00| |
EROSION CONTROL MIX | | |
0420 620.58 160.000 M2 | 3.00000 480.00| |
EROSION CONTROL GEOTEXTILE | | |
0430 627.711 225.000 M | 4.00000 900.00| |
WHITE OR YELLOW PAINTED PAVEMENT | | |
MARKING LINE (PLAN QUANTITY ) | | |
0440 629.05 10.000 HR | 25.00000 250.00| |
HAND LABOR, STRAIGHT TIME | | |
0450 631.12 10.000 HR | 90.00000 900.00| |
ALL PURPOSE EXCAVATOR (INCLUDING | | |
OPERATOR) | | |
0460 631.14 10.000 HR | 125.00000 1250.00| |
GRADER (INCLUDING OPERATOR) | | |
0470 631.15 10.000 HR | 50.00000 500.00| |
ROLLER, EARTH AND BASE COURSE | | |
(INCLUDING OPERATOR) | | |
0480 631.172 10.000 HR | 40.00000 400.00| |
TRUCK - LARGE (INCLUDING OPERATOR) | | |
0490 637.071 LUMP| 1000.00000 1000.00| |
DUST CONTROL | | |
0500 639.19 1.000 EA | 2500.00000 2500.00| |
FIELD OFFICE TYPE B | | |
0510 652.39 LUMP| 3000.00000 3000.00| |
WORK ZONE TRAFFIC CONTROL | | |
0520 656.75 LUMP| 3000.00000 3000.00| |
TEMPORARY SOIL EROSION AND WATER | | |
POLLUTION CONTROL | | |
0530 659.10 LUMP| 34000.00000 34000.00| |
MOBILIZATION | | |
SECTION TOTALS | $ 391,836.00| $ 0.00| $ 0.00
------------------------------------------+----------------------------+----------------------------+-------------------------------
CONTRACT TOTALS | $ 391,836.00| $ 0.00| $
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