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LETTING DATE : 07/07/04 MAINE DEPARTMENT OF TRANSPORTATION DATE : 07/07/04
PAGE : 1
COUNTIE(S): YORK TABULATION OF BIDS
CONTRACT ID : 010173.56 COMPLETION DATE : 05/27/05
=========
PROJECT(S): BR-1017(356)X LOCATION(S): YORK MAINE STATE DEPARTMENT OF TRANSPORTATION
A TRUE COPY : __________________________
TITLE : __________________________
ATTEST : ____________________________ CONTRACT DESCRIPTION : YORK, BRIDGE REPLACEMENT NOTARY PUBLIC
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TOTAL % OVER
RANK VENDOR NO./NAME BID LOW BID
--------------------------------------------------------------------------------------------------------------------------
1 000416 T BUCK CONSTRUCTION INC. $ 436,666.00 100.0000%
2 000768 MOORES MARINE CONSTRUCTION, CORP. $ 442,200.00 101.2673%
3 001198 BAYVIEW CONSTRUCTION, CROPORATION. $ 448,844.60 102.7890%
4 000063 WYMAN & SIMPSON, INC. $ 464,800.00 106.4429%
5 000032 REED & REED, INC. $ 517,108.50 118.4220%
6 001954 TECHNICAL CONSTRUCTION INC. $ 620,900.00 142.1911%
====================================================================================================================================
|( 1 ) 000416 |( 2 ) 000768 |( 3 ) 001198
|T BUCK CONSTRUCTION INC. |MOORES MARINE CONSTRUCTION, |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 202.19 520.000 LS | 17000.00000 17000.00| 68330.10000 68330.10| 27500.00000 27500.00
REMOVING EXISTING BRIDGE | | |
0020 203.20 490.000 M3 | 12.00000 5880.00| 24.97000 12235.30| 13.00000 6370.00
COMMON EXCAVATION | | |
0030 203.24 10.000 M3 | 40.00000 400.00| 20.00000 200.00| 15.00000 150.00
COMMON BORROW | | |
0040 203.25 175.000 M3 | 26.50000 4637.50| 35.12000 6146.00| 28.00000 4900.00
GRANULAR BORROW | | |
0050 206.082 225.000 M3 | 20.00000 4500.00| 21.43000 4821.75| 15.00000 3375.00
STRUCTURAL EARTH EXCAVATION - MAJOR | | |
STRUCTURES | | |
0060 304.10 500.000 M3 | 24.50000 12250.00| 28.25000 14125.00| 28.00000 14000.00
AGGREGATE SUBBASE COURSE - GRAVEL | | |
0070 403.208 55.000 MG | 225.00000 12375.00| 267.00000 14685.00| 225.00000 12375.00
HOT MIX ASPHALT 12.5 MM, SURFACE | | |
0080 403.213 55.000 MG | 225.00000 12375.00| 267.00000 14685.00| 225.00000 12375.00
HOT MIX ASPHALT 12.5 MM, BASE | | |
0090 409.15 52.000 L | 5.30000 275.60| 6.00000 312.00| 5.30000 275.60
BITUMINOUS TACK COAT APPLIED | | |
0100 501.231 1.000 EA | 3550.00000 3550.00| 2968.00000 2968.00| 4500.00000 4500.00
DYNAMIC LOADING TEST | | |
LETTING DATE : 07/07/04 MAINE DEPARTMENT OF TRANSPORTATION DATE : 07/07/04
PAGE : 2
COUNTIE(S): YORK TABULATION OF BIDS
CONTRACT ID : 010173.56
=========
====================================================================================================================================
|( 1 ) 000416 |( 2 ) 000768 |( 3 ) 001198
|T BUCK CONSTRUCTION INC. |MOORES MARINE CONSTRUCTION, |BAYVIEW CONSTRUCTION, CORP.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0110 501.53 155.000 M | 104.00000 16120.00| 91.65000 14205.75| 150.00000 23250.00
STEEL H-BEAM PILES 108 KG/M, DELIVERED | | |
0120 501.531 155.000 M | 6.00000 930.00| 61.12000 9473.60| 10.00000 1550.00
STEEL H-BEAM PILES 108 KG/M, IN-PLACE | | |
0130 501.90 8.000 EA | 260.00000 2080.00| 123.00000 984.00| 300.00000 2400.00
PILE TIPS | | |
0140 501.91 8.000 EA | 105.00000 840.00| 149.00000 1192.00| 10.00000 80.00
PILE SPLICES | | |
0150 501.92 LUMP| 21000.00000 21000.00| 7389.00000 7389.00| 20000.00000 20000.00
PILE DRIVING EQUIPMENT MOBILIZATION | | |
0160 502.219 37.000 LS | 27500.00000 27500.00| 21458.00000 21458.00| 19000.00000 19000.00
STRUCTURAL CONCRETE, ABUTMENTS AND | | |
RETAINING WALLS | | |
0170 502.31 16.000 LS | 5150.00000 5150.00| 3863.00000 3863.00| 6500.00000 6500.00
STRUCTURAL CONCRETE APPROACH SLABS | | |
0180 502.49 5.000 LS | 9950.00000 9950.00| 4896.00000 4896.00| 5500.00000 5500.00
STRUCTURAL CONCRETE CURBS AND SIDEWALKS | | |
0190 503.14 2435.000 KG | 1.04000 2532.40| 1.38000 3360.30| 1.40000 3409.00
EPOXY COATED REINFORCING STEEL, | | |
FABRICATED AND DELIVERED | | |
0200 503.15 2435.000 KG | 1.50000 3652.50| 0.58000 1412.30| 1.00000 2435.00
EPOXY COATED REINFORCING STEEL PLACING | | |
0210 507.0811 33.000 LS | 10265.00000 10265.00| 10650.00000 10650.00| 16000.00000 16000.00
STEEL BRIDGE RAILING, 2 BAR | | |
0220 507.0812 4.000 EA | 2030.00000 8120.00| 2134.00000 8536.00| 3000.00000 12000.00
STEEL APPROACH RAILING : 2-BAR | | |
0230 508.14 105.000 LS | 4650.00000 4650.00| 4772.00000 4772.00| 5000.00000 5000.00
HIGH PERFORMANCE WATERPROOFING MEMBRANE | | |
0240 511.07 LUMP| 20500.00000 20500.00| 23017.00000 23017.00| 38500.00000 38500.00
COFFERDAM: Abutment 1 | | |
0250 511.07 LUMP| 20500.00000 20500.00| 14579.00000 14579.00| 38500.00000 38500.00
COFFERDAM: Abutment 2 | | |
0260 514.06 1.000 EA | 1200.00000 1200.00| 1425.00000 1425.00| 2000.00000 2000.00
CURING BOX FOR CONCRETE CYLINDERS | | |
0270 515.21 66.000 LS | 375.00000 375.00| 392.00000 392.00| 1000.00000 1000.00
PROTECTIVE COATING FOR CONCRETE SURFACE | | |
0280 527.303 2.000 EA | 7500.00000 15000.00| 8904.00000 17808.00| 7500.00000 15000.00
ENERGY ABSORBING SYSTEM (ET-2,000) | | |
0290 535.60 42.000 LS | 68500.00000 68500.00| 73306.00000 73306.00| 67500.00000 67500.00
PRESTRESSED STRUCTURAL CONCRETE SLAB | | |
0300 606.151 108.000 M | 70.00000 7560.00| 83.10000 8974.80| 70.00000 7560.00
GUARDRAIL TYPE 3AA - SINGLE RAIL | | |
LETTING DATE : 07/07/04 MAINE DEPARTMENT OF TRANSPORTATION DATE : 07/07/04
PAGE : 3
COUNTIE(S): YORK TABULATION OF BIDS
CONTRACT ID : 010173.56
=========
====================================================================================================================================
|( 1 ) 000416 |( 2 ) 000768 |( 3 ) 001198
|T BUCK CONSTRUCTION INC. |MOORES MARINE CONSTRUCTION, |BAYVIEW CONSTRUCTION, CORP.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0310 606.1722 4.000 EA | 1000.00000 4000.00| 1187.00000 4748.00| 1000.00000 4000.00
BRIDGE TRANSITION - TYPE 2 | | |
0320 606.35 6.000 EA | 39.00000 234.00| 46.00000 276.00| 40.00000 240.00
GUARDRAIL DELINEATOR POST | | |
0330 606.79 2.000 EA | 3000.00000 6000.00| 3562.00000 7124.00| 3000.00000 6000.00
GUARDRAIL 350 FLARED TERMINAL | | |
0340 610.16 140.000 M3 | 60.00000 8400.00| 78.27000 10957.80| 45.00000 6300.00
HEAVY RIPRAP | | |
0350 615.07 17.000 M3 | 76.50000 1300.50| 48.00000 816.00| 50.00000 850.00
LOAM | | |
0360 618.1411 4.000 UN | 85.00000 340.00| 89.00000 356.00| 200.00000 800.00
SEEDING METHOD NUMBER 3 - PLAN QUANTITY | | |
0370 619.1201 4.000 UN | 65.00000 260.00| 89.00000 356.00| 200.00000 800.00
MULCH - PLAN QUANTITY | | |
0380 620.58 190.000 M2 | 3.00000 570.00| 4.75000 902.50| 11.00000 2090.00
EROSION CONTROL GEOTEXTILE | | |
0390 620.661 40.000 M2 | 23.50000 940.00| 26.00000 1040.00| 15.00000 600.00
DRAINAGE GEOCOMPOSITE INSTALLATION | | |
0400 627.711 120.000 M | 8.20000 984.00| 9.74000 1168.80| 5.00000 600.00
WHITE OR YELLOW PAINTED PAVEMENT | | |
MARKING LINE (PLAN QUANTITY ) | | |
0410 629.05 20.000 HR | 35.00000 700.00| 28.00000 560.00| 38.00000 760.00
HAND LABOR, STRAIGHT TIME | | |
0420 631.12 20.000 HR | 105.00000 2100.00| 79.00000 1580.00| 125.00000 2500.00
ALL PURPOSE EXCAVATOR (INCLUDING | | |
OPERATOR) | | |
0430 631.14 20.000 HR | 135.00000 2700.00| 120.00000 2400.00| 125.00000 2500.00
GRADER (INCLUDING OPERATOR) | | |
0440 631.172 20.000 HR | 55.00000 1100.00| 65.00000 1300.00| 55.00000 1100.00
TRUCK - LARGE (INCLUDING OPERATOR) | | |
0450 631.22 20.000 HR | 80.00000 1600.00| 79.00000 1580.00| 85.00000 1700.00
FRONT END LOADER (INCLUDING OPERATOR) | | |
0460 637.071 LUMP| 1095.00000 1095.00| 2450.00000 2450.00| 1500.00000 1500.00
DUST CONTROL | | |
0470 639.19 1.000 EA | 7000.00000 7000.00| 7123.00000 7123.00| 6500.00000 6500.00
FIELD OFFICE TYPE B | | |
0480 652.39 LUMP| 17500.00000 17500.00| 6250.00000 6250.00| 5500.00000 5500.00
WORK ZONE TRAFFIC CONTROL | | |
0490 656.75 LUMP| 3500.00000 3500.00| 8650.00000 8650.00| 6500.00000 6500.00
TEMPORARY SOIL EROSION AND WATER | | |
POLLUTION CONTROL | | |
LETTING DATE : 07/07/04 MAINE DEPARTMENT OF TRANSPORTATION DATE : 07/07/04
PAGE : 4
COUNTIE(S): YORK TABULATION OF BIDS
CONTRACT ID : 010173.56
=========
====================================================================================================================================
|( 1 ) 000416 |( 2 ) 000768 |( 3 ) 001198
|T BUCK CONSTRUCTION INC. |MOORES MARINE CONSTRUCTION, |BAYVIEW CONSTRUCTION, CORP.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0500 659.10 LUMP| 56674.50000 56674.50| 12360.00000 12360.00| 25000.00000 25000.00
MOBILIZATION | | |
SECTION TOTALS | $ 436,666.00| $ 442,200.00| $ 448,844.60
------------------------------------------+----------------------------+----------------------------+-------------------------------
CONTRACT TOTALS | $ 436,666.00| $ 442,200.00| $ 448,844.60
====================================================================================================================================
LETTING DATE : 07/07/04 MAINE DEPARTMENT OF TRANSPORTATION DATE : 07/07/04
PAGE : 5
COUNTIE(S): YORK TABULATION OF BIDS
CONTRACT ID : 010173.56
=========
====================================================================================================================================
|( 4 ) 000063 |( 5 ) 000032 |( 6 ) 001954
|WYMAN & SIMPSON, INC. |REED & REED INC. |TECHNICAL CONSTRUCTION INC.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0001 BRIDGE ITEMS
| | |
0010 202.19 520.000 LS | 50000.00000 50000.00| 30000.00000 30000.00| 45000.00000 45000.00
REMOVING EXISTING BRIDGE | | |
0020 203.20 490.000 M3 | 10.60000 5194.00| 12.00000 5880.00| 20.00000 9800.00
COMMON EXCAVATION | | |
0030 203.24 10.000 M3 | 25.00000 250.00| 35.00000 350.00| 40.00000 400.00
COMMON BORROW | | |
0040 203.25 175.000 M3 | 25.00000 4375.00| 25.00000 4375.00| 70.00000 12250.00
GRANULAR BORROW | | |
0050 206.082 225.000 M3 | 30.00000 6750.00| 15.00000 3375.00| 20.00000 4500.00
STRUCTURAL EARTH EXCAVATION - MAJOR | | |
STRUCTURES | | |
0060 304.10 500.000 M3 | 23.00000 11500.00| 30.00000 15000.00| 40.00000 20000.00
AGGREGATE SUBBASE COURSE - GRAVEL | | |
0070 403.208 55.000 MG | 285.00000 15675.00| 225.00000 12375.00| 230.00000 12650.00
HOT MIX ASPHALT 12.5 MM, SURFACE | | |
0080 403.213 55.000 MG | 285.00000 15675.00| 225.00000 12375.00| 230.00000 12650.00
HOT MIX ASPHALT 12.5 MM, BASE | | |
0090 409.15 52.000 L | 6.00000 312.00| 6.00000 312.00| 5.00000 260.00
BITUMINOUS TACK COAT APPLIED | | |
0100 501.231 1.000 EA | 2800.00000 2800.00| 3500.00000 3500.00| 4800.00000 4800.00
DYNAMIC LOADING TEST | | |
0110 501.53 155.000 M | 170.00000 26350.00| 175.00000 27125.00| 140.00000 21700.00
STEEL H-BEAM PILES 108 KG/M, DELIVERED | | |
0120 501.531 155.000 M | 25.00000 3875.00| 25.00000 3875.00| 4.00000 620.00
STEEL H-BEAM PILES 108 KG/M, IN-PLACE | | |
0130 501.90 8.000 EA | 300.00000 2400.00| 150.00000 1200.00| 360.00000 2880.00
PILE TIPS | | |
0140 501.91 8.000 EA | 165.00000 1320.00| 250.00000 2000.00| 110.00000 880.00
PILE SPLICES | | |
0150 501.92 LUMP| 8500.00000 8500.00| 5000.00000 5000.00| 24500.00000 24500.00
PILE DRIVING EQUIPMENT MOBILIZATION | | |
0160 502.219 37.000 LS | 30000.00000 30000.00| 50000.00000 50000.00| 35400.00000 35400.00
STRUCTURAL CONCRETE, ABUTMENTS AND | | |
RETAINING WALLS | | |
0170 502.31 16.000 LS | 6500.00000 6500.00| 9000.00000 9000.00| 9700.00000 9700.00
STRUCTURAL CONCRETE APPROACH SLABS | | |
0180 502.49 5.000 LS | 10000.00000 10000.00| 20000.00000 20000.00| 11300.00000 11300.00
STRUCTURAL CONCRETE CURBS AND SIDEWALKS | | |
0190 503.14 2435.000 KG | 1.80000 4383.00| 1.50000 3652.50| 2.00000 4870.00
EPOXY COATED REINFORCING STEEL, | | |
FABRICATED AND DELIVERED | | |
LETTING DATE : 07/07/04 MAINE DEPARTMENT OF TRANSPORTATION DATE : 07/07/04
PAGE : 6
COUNTIE(S): YORK TABULATION OF BIDS
CONTRACT ID : 010173.56
=========
====================================================================================================================================
|( 4 ) 000063 |( 5 ) 000032 |( 6 ) 001954
|WYMAN & SIMPSON, INC. |REED & REED INC. |TECHNICAL CONSTRUCTION INC.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0200 503.15 2435.000 KG | 0.40000 974.00| 2.00000 4870.00| 2.00000 4870.00
EPOXY COATED REINFORCING STEEL PLACING | | |
0210 507.0811 33.000 LS | 11500.00000 11500.00| 13000.00000 13000.00| 15300.00000 15300.00
STEEL BRIDGE RAILING, 2 BAR | | |
0220 507.0812 4.000 EA | 2200.00000 8800.00| 4000.00000 16000.00| 2600.00000 10400.00
STEEL APPROACH RAILING : 2-BAR | | |
0230 508.14 105.000 LS | 5000.00000 5000.00| 4600.00000 4600.00| 7200.00000 7200.00
HIGH PERFORMANCE WATERPROOFING MEMBRANE | | |
0240 511.07 LUMP| 15000.00000 15000.00| 30000.00000 30000.00| 43100.00000 43100.00
COFFERDAM: Abutment 1 | | |
0250 511.07 LUMP| 15000.00000 15000.00| 30000.00000 30000.00| 33600.00000 33600.00
COFFERDAM: Abutment 2 | | |
0260 514.06 1.000 EA | 700.00000 700.00| 1200.00000 1200.00| 1400.00000 1400.00
CURING BOX FOR CONCRETE CYLINDERS | | |
0270 515.21 66.000 LS | 1000.00000 1000.00| 1500.00000 1500.00| 440.00000 440.00
PROTECTIVE COATING FOR CONCRETE SURFACE | | |
0280 527.303 2.000 EA | 7875.00000 15750.00| 7500.00000 15000.00| 7600.00000 15200.00
ENERGY ABSORBING SYSTEM (ET-2,000) | | |
0290 535.60 42.000 LS | 75000.00000 75000.00| 85000.00000 85000.00| 93800.00000 93800.00
PRESTRESSED STRUCTURAL CONCRETE SLAB | | |
0300 606.151 108.000 M | 75.00000 8100.00| 70.00000 7560.00| 70.00000 7560.00
GUARDRAIL TYPE 3AA - SINGLE RAIL | | |
0310 606.1722 4.000 EA | 1070.00000 4280.00| 1000.00000 4000.00| 1000.00000 4000.00
BRIDGE TRANSITION - TYPE 2 | | |
0320 606.35 6.000 EA | 42.00000 252.00| 39.00000 234.00| 40.00000 240.00
GUARDRAIL DELINEATOR POST | | |
0330 606.79 2.000 EA | 3200.00000 6400.00| 3000.00000 6000.00| 3000.00000 6000.00
GUARDRAIL 350 FLARED TERMINAL | | |
0340 610.16 140.000 M3 | 65.00000 9100.00| 65.00000 9100.00| 80.00000 11200.00
HEAVY RIPRAP | | |
0350 615.07 17.000 M3 | 40.00000 680.00| 40.00000 680.00| 90.00000 1530.00
LOAM | | |
0360 618.1411 4.000 UN | 135.00000 540.00| 125.00000 500.00| 50.00000 200.00
SEEDING METHOD NUMBER 3 - PLAN QUANTITY | | |
0370 619.1201 4.000 UN | 100.00000 400.00| 85.00000 340.00| 50.00000 200.00
MULCH - PLAN QUANTITY | | |
0380 620.58 190.000 M2 | 3.00000 570.00| 5.00000 950.00| 6.00000 1140.00
EROSION CONTROL GEOTEXTILE | | |
0390 620.661 40.000 M2 | 25.00000 1000.00| 65.00000 2600.00| 10.00000 400.00
DRAINAGE GEOCOMPOSITE INSTALLATION | | |
0400 627.711 120.000 M | 9.00000 1080.00| 9.00000 1080.00| 8.00000 960.00
WHITE OR YELLOW PAINTED PAVEMENT | | |
MARKING LINE (PLAN QUANTITY ) | | |
LETTING DATE : 07/07/04 MAINE DEPARTMENT OF TRANSPORTATION DATE : 07/07/04
PAGE : 7
COUNTIE(S): YORK TABULATION OF BIDS
CONTRACT ID : 010173.56
=========
====================================================================================================================================
|( 4 ) 000063 |( 5 ) 000032 |( 6 ) 001954
|WYMAN & SIMPSON, INC. |REED & REED INC. |TECHNICAL CONSTRUCTION INC.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0410 629.05 20.000 HR | 25.00000 500.00| 30.00000 600.00| 30.00000 600.00
HAND LABOR, STRAIGHT TIME | | |
0420 631.12 20.000 HR | 85.00000 1700.00| 75.00000 1500.00| 130.00000 2600.00
ALL PURPOSE EXCAVATOR (INCLUDING | | |
OPERATOR) | | |
0430 631.14 20.000 HR | 75.00000 1500.00| 75.00000 1500.00| 120.00000 2400.00
GRADER (INCLUDING OPERATOR) | | |
0440 631.172 20.000 HR | 36.00000 720.00| 45.00000 900.00| 60.00000 1200.00
TRUCK - LARGE (INCLUDING OPERATOR) | | |
0450 631.22 20.000 HR | 45.00000 900.00| 75.00000 1500.00| 100.00000 2000.00
FRONT END LOADER (INCLUDING OPERATOR) | | |
0460 637.071 LUMP| 995.00000 995.00| 500.00000 500.00| 1600.00000 1600.00
DUST CONTROL | | |
0470 639.19 1.000 EA | 4500.00000 4500.00| 5000.00000 5000.00| 11100.00000 11100.00
FIELD OFFICE TYPE B | | |
0480 652.39 LUMP| 15000.00000 15000.00| 12000.00000 12000.00| 19700.00000 19700.00
WORK ZONE TRAFFIC CONTROL | | |
0490 656.75 LUMP| 5500.00000 5500.00| 10000.00000 10000.00| 3800.00000 3800.00
TEMPORARY SOIL EROSION AND WATER | | |
POLLUTION CONTROL | | |
0500 659.10 LUMP| 46500.00000 46500.00| 40000.00000 40000.00| 83000.00000 83000.00
MOBILIZATION | | |
SECTION TOTALS | $ 464,800.00| $ 517,108.50| $ 620,900.00
------------------------------------------+----------------------------+----------------------------+-------------------------------
CONTRACT TOTALS | $ 464,800.00| $ 517,108.50| $ 620,900.00
====================================================================================================================================