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LETTING DATE : 12/08/04 MAINE DEPARTMENT OF TRANSPORTATION DATE : 12/08/04
PAGE : 1
COUNTIE(S): OXFORD TABULATION OF BIDS
CONTRACT ID : 010516.11 COMPLETION DATE : 09/30/05
=========
PROJECT(S): STP-1051(611)X LOCATION(S): BETHEL, PEDESTRIAN/BICYCLE BRIDGEICONSTRUCTIONARTMENT OF TRANSPORTATION
A TRUE COPY : __________________________
TITLE : __________________________
ATTEST : ____________________________ CONTRACT DESCRIPTION : BETHEL, PEDESTRIAN/BICYCLE BRIDGE CONSTRUCTION NOTARY PUBLIC
THE BASIS OF AWARD WILL BE ON SECTION 001
--------------------------------------------------------------------------------------------------------------------------
TOTAL % OVER
RANK VENDOR NO./NAME BID LOW BID
--------------------------------------------------------------------------------------------------------------------------
1 000032 REED & REED, INC. $ 1,431,092.50 100.0000%
2 000416 T BUCK CONSTRUCTION INC. $ 1,547,707.00 108.1486%
3 000164 C P M CONSTRUCTORS $ 1,622,341.73 113.3639%
4 000063 WYMAN & SIMPSON, INC. $ 1,821,547.00 127.2837%
5 001954 TECHNICAL CONSTRUCTION INC. $ 2,040,821.20 142.6058%
====================================================================================================================================
|( 1 ) 000032 |( 2 ) 000416 |( 3 ) 000164
|REED & REED INC. |T BUCK CONSTRUCTION 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 203.20 270.000 CY | 12.00000 3240.00| 11.40000 3078.00| 50.00000 13500.00
COMMON EXCAVATION | | |
0020 203.21 20.000 CY | 90.00000 1800.00| 100.00000 2000.00| 130.00000 2600.00
ROCK EXCAVATION | | |
0030 203.24 4600.000 CY | 13.00000 59800.00| 9.50000 43700.00| 16.80000 77280.00
COMMON BORROW | | |
0040 203.25 337.000 CY | 18.00000 6066.00| 17.50000 5897.50| 33.00000 11121.00
GRANULAR BORROW | | |
0050 206.082 248.000 CY | 15.00000 3720.00| 16.00000 3968.00| 20.00000 4960.00
STRUCTURAL EARTH EXCAVATION - MAJOR | | |
STRUCTURES | | |
0060 206.092 54.000 CY | 75.00000 4050.00| 110.00000 5940.00| 100.00000 5400.00
STRUCTURAL ROCK EXCAVATION - MAJOR | | |
STRUCTURES | | |
0070 206.10 770.000 CY | 35.00000 26950.00| 6.95000 5351.50| 41.00000 31570.00
STRUCTURAL EARTH EXCAVATION - PIERS | | |
0080 304.10 520.000 CY | 20.00000 10400.00| 20.50000 10660.00| 28.50000 14820.00
AGGREGATE SUBBASE COURSE - GRAVEL | | |
0090 403.210 130.000 T | 125.00000 16250.00| 125.00000 16250.00| 140.00000 18200.00
HOT MIX ASPHALT 9.5 MM HMA | | |
0100 501.231 2.000 EA | 4000.00000 8000.00| 3000.00000 6000.00| 3500.00000 7000.00
DYNAMIC LOADING TEST | | |
LETTING DATE : 12/08/04 MAINE DEPARTMENT OF TRANSPORTATION DATE : 12/08/04
PAGE : 2
COUNTIE(S): OXFORD TABULATION OF BIDS
CONTRACT ID : 010516.11
=========
====================================================================================================================================
|( 1 ) 000032 |( 2 ) 000416 |( 3 ) 000164
|REED & REED INC. |T BUCK CONSTRUCTION INC. |C P M CONSTRUCTORS
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0110 501.46 1939.000 LF | 40.00000 77560.00| 43.00000 83377.00| 40.00000 77560.00
STEEL H-BEAM PILES 73 LBS/FT, DELIVERED | | |
0120 501.461 1939.000 LF | 10.00000 19390.00| 5.00000 9695.00| 10.00000 19390.00
STEEL H-BEAM PILES 73 LBS/FT, IN PLACE | | |
0130 501.90 34.000 EA | 130.00000 4420.00| 200.00000 6800.00| 120.00000 4080.00
PILE TIPS | | |
0140 501.91 68.000 EA | 25.00000 1700.00| 1.00000 68.00| 0.01000 0.68
PILE SPLICES | | |
0150 501.92 LUMP| 15000.00000 15000.00| 60000.00000 60000.00| 60000.00000 60000.00
PILE DRIVING EQUIPMENT MOBILIZATION | | |
0160 502.21 134.000 CY | 525.00000 70350.00| 460.00000 61640.00| 700.00000 93800.00
STRUCTURAL CONCRETE, ABUTMENTS AND | | |
RETAINING WALLS | | |
0170 502.239 265.000 LS | 115000.00000 115000.00| 128600.00000 128600.00| 125000.00000 125000.00
STRUCTURAL CONCRETE PIERS | | |
0180 502.249 490.000 LS | 85000.00000 85000.00| 94400.00000 94400.00| 50000.00000 50000.00
STRUCTURAL CONCRETE PIERS (PLACED UNDER | | |
WATER) | | |
0190 503.12 59735.000 LB | 0.50000 29867.50| 0.40000 23894.00| 0.50000 29867.50
REINFORCING STEEL, FABRICATED AND | | |
DELIVERED | | |
0200 503.13 59735.000 LB | 0.60000 35841.00| 0.52000 31062.20| 0.33000 19712.55
REINFORCING STEEL, PLACING | | |
0210 504.716 LUMP| 475000.00000 475000.00| 497911.80000 497911.80| 532000.00000 532000.00
BRIDGE STRUCTURE AND ASSEMBLY | | |
0220 511.07 LUMP| 110000.00000 110000.00| 133500.00000 133500.00| 90000.00000 90000.00
COFFERDAM: #1 | | |
0230 511.07 LUMP| 90000.00000 90000.00| 126000.00000 126000.00| 90000.00000 90000.00
COFFERDAM: #2 | | |
0240 512.081 61.000 LS | 2000.00000 2000.00| 1850.00000 1850.00| 5000.00000 5000.00
FRENCH DRAINS | | |
0250 514.06 1.000 EA | 1000.00000 1000.00| 1200.00000 1200.00| 1000.00000 1000.00
CURING BOX FOR CONCRETE CYLINDERS | | |
0260 515.21 62.000 LS | 850.00000 850.00| 400.00000 400.00| 250.00000 250.00
PROTECTIVE COATING FOR CONCRETE SURFACE | | |
0270 603.15 5.000 LF | 100.00000 500.00| 100.00000 500.00| 120.00000 600.00
12 INCH CULVERT PIPE OPTION I | | |
0280 603.16 400.000 LF | 25.00000 10000.00| 31.80000 12720.00| 20.00000 8000.00
15 INCH CULVERT PIPE OPTION I | | |
0290 604.072 1.000 EA | 2000.00000 2000.00| 1820.00000 1820.00| 2700.00000 2700.00
CATCH BASIN TYPE A1-C | | |
LETTING DATE : 12/08/04 MAINE DEPARTMENT OF TRANSPORTATION DATE : 12/08/04
PAGE : 3
COUNTIE(S): OXFORD TABULATION OF BIDS
CONTRACT ID : 010516.11
=========
====================================================================================================================================
|( 1 ) 000032 |( 2 ) 000416 |( 3 ) 000164
|REED & REED INC. |T BUCK CONSTRUCTION INC. |C P M CONSTRUCTORS
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0300 604.13 1.000 EA | 1800.00000 1800.00| 1620.00000 1620.00| 1200.00000 1200.00
24 INCH CATCH BASIN TYPE E | | |
0310 604.15 1.000 EA | 2800.00000 2800.00| 2185.00000 2185.00| 2750.00000 2750.00
MANHOLE | | |
0320 607.22 520.000 LF | 9.00000 4680.00| 8.80000 4576.00| 9.00000 4680.00
CEDAR RAIL FENCE | | |
0330 610.08 580.000 CY | 50.00000 29000.00| 38.50000 22330.00| 40.00000 23200.00
PLAIN RIPRAP | | |
0340 615.07 120.000 CY | 30.00000 3600.00| 35.00000 4200.00| 44.00000 5280.00
LOAM | | |
0350 618.1401 19.000 UN | 35.00000 665.00| 35.00000 665.00| 35.00000 665.00
SEEDING METHOD NUMBER 2 - PLAN QUANTITY | | |
0360 619.1201 19.000 UN | 15.00000 285.00| 15.00000 285.00| 15.00000 285.00
MULCH - PLAN QUANTITY | | |
0370 629.05 20.000 HR | 25.00000 500.00| 35.00000 700.00| 35.00000 700.00
HAND LABOR, STRAIGHT TIME | | |
0380 631.12 20.000 HR | 60.00000 1200.00| 105.00000 2100.00| 100.00000 2000.00
ALL PURPOSE EXCAVATOR (INCLUDING | | |
OPERATOR) | | |
0390 631.171 20.000 HR | 40.00000 800.00| 55.00000 1100.00| 40.00000 800.00
TRUCK - SMALL (INCLUDING OPERATOR) | | |
0400 639.18 1.000 EA | 7500.00000 7500.00| 9000.00000 9000.00| 5000.00000 5000.00
FIELD OFFICE TYPE A | | |
0410 652.39 LUMP| 5000.00000 5000.00| 7000.00000 7000.00| 5000.00000 5000.00
WORK ZONE TRAFFIC CONTROL | | |
0420 656.75 LUMP| 5000.00000 5000.00| 10000.00000 10000.00| 5000.00000 5000.00
TEMPORARY SOIL EROSION AND WATER | | |
POLLUTION CONTROL | | |
0430 659.10 LUMP| 42000.00000 42000.00| 78500.00000 78500.00| 135000.00000 135000.00
MOBILIZATION | | |
0435 845.10 LUMP| 6000.00000 6000.00| 9500.00000 9500.00| 10000.00000 10000.00
STRUCTURAL STEEL UTILITY SUPPORT | | |
SECTION TOTALS | $ 1,396,584.50| $ 1,532,044.00| $ 1,596,971.73
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0002 SPUR PATH - BID ADDITIVE #1
| | |
0440 203.20 48.000 CY | 36.00000 1728.00| 16.00000 768.00| 100.00000 4800.00
COMMON EXCAVATION | | |
0450 203.24 950.000 CY | 27.00000 25650.00| 10.50000 9975.00| 15.00000 14250.00
COMMON BORROW | | |
0460 304.10 80.000 CY | 40.00000 3200.00| 22.50000 1800.00| 35.00000 2800.00
AGGREGATE SUBBASE COURSE - GRAVEL | | |
LETTING DATE : 12/08/04 MAINE DEPARTMENT OF TRANSPORTATION DATE : 12/08/04
PAGE : 4
COUNTIE(S): OXFORD TABULATION OF BIDS
CONTRACT ID : 010516.11
=========
====================================================================================================================================
|( 1 ) 000032 |( 2 ) 000416 |( 3 ) 000164
|REED & REED INC. |T BUCK CONSTRUCTION INC. |C P M CONSTRUCTORS
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0470 403.210 18.000 T | 150.00000 2700.00| 125.00000 2250.00| 130.00000 2340.00
HOT MIX ASPHALT 9.5 MM HMA | | |
0480 615.07 20.000 CY | 45.00000 900.00| 36.00000 720.00| 50.00000 1000.00
LOAM | | |
0490 618.1401 3.000 UN | 60.00000 180.00| 35.00000 105.00| 40.00000 120.00
SEEDING METHOD NUMBER 2 - PLAN QUANTITY | | |
0500 619.1201 3.000 UN | 50.00000 150.00| 15.00000 45.00| 20.00000 60.00
MULCH - PLAN QUANTITY | | |
SECTION TOTALS | $ 34,508.00| $ 15,663.00| $ 25,370.00
------------------------------------------+----------------------------+----------------------------+-------------------------------
CONTRACT TOTALS | $ 1,431,092.50| $ 1,547,707.00| $ 1,622,341.73
====================================================================================================================================
LETTING DATE : 12/08/04 MAINE DEPARTMENT OF TRANSPORTATION DATE : 12/08/04
PAGE : 5
COUNTIE(S): OXFORD TABULATION OF BIDS
CONTRACT ID : 010516.11
=========
====================================================================================================================================
|( 4 ) 000063 |( 5 ) 001954 |( )
|WYMAN & SIMPSON, 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 203.20 270.000 CY | 11.00000 2970.00| 17.00000 4590.00|
COMMON EXCAVATION | | |
0020 203.21 20.000 CY | 125.00000 2500.00| 40.00000 800.00|
ROCK EXCAVATION | | |
0030 203.24 4600.000 CY | 12.70000 58420.00| 13.00000 59800.00|
COMMON BORROW | | |
0040 203.25 337.000 CY | 20.30000 6841.10| 40.00000 13480.00|
GRANULAR BORROW | | |
0050 206.082 248.000 CY | 25.00000 6200.00| 16.00000 3968.00|
STRUCTURAL EARTH EXCAVATION - MAJOR | | |
STRUCTURES | | |
0060 206.092 54.000 CY | 175.00000 9450.00| 60.00000 3240.00|
STRUCTURAL ROCK EXCAVATION - MAJOR | | |
STRUCTURES | | |
0070 206.10 770.000 CY | 40.00000 30800.00| 19.00000 14630.00|
STRUCTURAL EARTH EXCAVATION - PIERS | | |
0080 304.10 520.000 CY | 19.00000 9880.00| 19.00000 9880.00|
AGGREGATE SUBBASE COURSE - GRAVEL | | |
0090 403.210 130.000 T | 130.00000 16900.00| 120.00000 15600.00|
HOT MIX ASPHALT 9.5 MM HMA | | |
0100 501.231 2.000 EA | 4000.00000 8000.00| 3400.00000 6800.00|
DYNAMIC LOADING TEST | | |
0110 501.46 1939.000 LF | 45.00000 87255.00| 49.00000 95011.00|
STEEL H-BEAM PILES 73 LBS/FT, DELIVERED | | |
0120 501.461 1939.000 LF | 10.00000 19390.00| 5.10000 9888.90|
STEEL H-BEAM PILES 73 LBS/FT, IN PLACE | | |
0130 501.90 34.000 EA | 300.00000 10200.00| 230.00000 7820.00|
PILE TIPS | | |
0140 501.91 68.000 EA | 40.00000 2720.00| 1.10000 74.80|
PILE SPLICES | | |
0150 501.92 LUMP| 15000.00000 15000.00| 17000.00000 17000.00|
PILE DRIVING EQUIPMENT MOBILIZATION | | |
0160 502.21 134.000 CY | 458.00000 61372.00| 420.00000 56280.00|
STRUCTURAL CONCRETE, ABUTMENTS AND | | |
RETAINING WALLS | | |
0170 502.239 265.000 LS | 131095.00000 131095.00| 189800.00000 189800.00|
STRUCTURAL CONCRETE PIERS | | |
0180 502.249 490.000 LS | 250000.00000 250000.00| 92500.00000 92500.00|
STRUCTURAL CONCRETE PIERS (PLACED UNDER | | |
WATER) | | |
LETTING DATE : 12/08/04 MAINE DEPARTMENT OF TRANSPORTATION DATE : 12/08/04
PAGE : 6
COUNTIE(S): OXFORD TABULATION OF BIDS
CONTRACT ID : 010516.11
=========
====================================================================================================================================
|( 4 ) 000063 |( 5 ) 001954 |( )
|WYMAN & SIMPSON, INC. |TECHNICAL CONSTRUCTION INC. |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0190 503.12 59735.000 LB | 0.46000 27478.10| 0.50000 29867.50|
REINFORCING STEEL, FABRICATED AND | | |
DELIVERED | | |
0200 503.13 59735.000 LB | 0.28000 16725.80| 0.40000 23894.00|
REINFORCING STEEL, PLACING | | |
0210 504.716 LUMP| 522000.00000 522000.00| 750000.00000 750000.00|
BRIDGE STRUCTURE AND ASSEMBLY | | |
0220 511.07 LUMP| 120000.00000 120000.00| 166000.00000 166000.00|
COFFERDAM: #1 | | |
0230 511.07 LUMP| 120000.00000 120000.00| 157600.00000 157600.00|
COFFERDAM: #2 | | |
0240 512.081 61.000 LS | 2000.00000 2000.00| 2500.00000 2500.00|
FRENCH DRAINS | | |
0250 514.06 1.000 EA | 600.00000 600.00| 1200.00000 1200.00|
CURING BOX FOR CONCRETE CYLINDERS | | |
0260 515.21 62.000 LS | 875.00000 875.00| 840.00000 840.00|
PROTECTIVE COATING FOR CONCRETE SURFACE | | |
0270 603.15 5.000 LF | 95.00000 475.00| 43.00000 215.00|
12 INCH CULVERT PIPE OPTION I | | |
0280 603.16 400.000 LF | 26.00000 10400.00| 30.00000 12000.00|
15 INCH CULVERT PIPE OPTION I | | |
0290 604.072 1.000 EA | 1800.00000 1800.00| 1700.00000 1700.00|
CATCH BASIN TYPE A1-C | | |
0300 604.13 1.000 EA | 1250.00000 1250.00| 1100.00000 1100.00|
24 INCH CATCH BASIN TYPE E | | |
0310 604.15 1.000 EA | 2300.00000 2300.00| 1700.00000 1700.00|
MANHOLE | | |
0320 607.22 520.000 LF | 7.35000 3822.00| 10.00000 5200.00|
CEDAR RAIL FENCE | | |
0330 610.08 580.000 CY | 52.50000 30450.00| 56.00000 32480.00|
PLAIN RIPRAP | | |
0340 615.07 120.000 CY | 22.00000 2640.00| 40.00000 4800.00|
LOAM | | |
0350 618.1401 19.000 UN | 40.00000 760.00| 35.00000 665.00|
SEEDING METHOD NUMBER 2 - PLAN QUANTITY | | |
0360 619.1201 19.000 UN | 20.00000 380.00| 15.00000 285.00|
MULCH - PLAN QUANTITY | | |
0370 629.05 20.000 HR | 25.00000 500.00| 30.00000 600.00|
HAND LABOR, STRAIGHT TIME | | |
0380 631.12 20.000 HR | 85.00000 1700.00| 125.00000 2500.00|
ALL PURPOSE EXCAVATOR (INCLUDING | | |
OPERATOR) | | |
LETTING DATE : 12/08/04 MAINE DEPARTMENT OF TRANSPORTATION DATE : 12/08/04
PAGE : 7
COUNTIE(S): OXFORD TABULATION OF BIDS
CONTRACT ID : 010516.11
=========
====================================================================================================================================
|( 4 ) 000063 |( 5 ) 001954 |( )
|WYMAN & SIMPSON, INC. |TECHNICAL CONSTRUCTION INC. |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0390 631.171 20.000 HR | 35.00000 700.00| 48.00000 960.00|
TRUCK - SMALL (INCLUDING OPERATOR) | | |
0400 639.18 1.000 EA | 3500.00000 3500.00| 9000.00000 9000.00|
FIELD OFFICE TYPE A | | |
0410 652.39 LUMP| 15000.00000 15000.00| 3400.00000 3400.00|
WORK ZONE TRAFFIC CONTROL | | |
0420 656.75 LUMP| 11000.00000 11000.00| 12500.00000 12500.00|
TEMPORARY SOIL EROSION AND WATER | | |
POLLUTION CONTROL | | |
0430 659.10 LUMP| 169125.00000 169125.00| 180000.00000 180000.00|
MOBILIZATION | | |
0435 845.10 LUMP| 10000.00000 10000.00| 18300.00000 18300.00|
STRUCTURAL STEEL UTILITY SUPPORT | | |
SECTION TOTALS | $ 1,804,474.00| $ 2,020,469.20| $ 0.00
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0002 SPUR PATH - BID ADDITIVE #1
| | |
0440 203.20 48.000 CY | 11.00000 528.00| 24.00000 1152.00|
COMMON EXCAVATION | | |
0450 203.24 950.000 CY | 12.70000 12065.00| 15.00000 14250.00|
COMMON BORROW | | |
0460 304.10 80.000 CY | 19.00000 1520.00| 23.00000 1840.00|
AGGREGATE SUBBASE COURSE - GRAVEL | | |
0470 403.210 18.000 T | 130.00000 2340.00| 120.00000 2160.00|
HOT MIX ASPHALT 9.5 MM HMA | | |
0480 615.07 20.000 CY | 22.00000 440.00| 40.00000 800.00|
LOAM | | |
0490 618.1401 3.000 UN | 40.00000 120.00| 35.00000 105.00|
SEEDING METHOD NUMBER 2 - PLAN QUANTITY | | |
0500 619.1201 3.000 UN | 20.00000 60.00| 15.00000 45.00|
MULCH - PLAN QUANTITY | | |
SECTION TOTALS | $ 17,073.00| $ 20,352.00| $ 0.00
------------------------------------------+----------------------------+----------------------------+-------------------------------
CONTRACT TOTALS | $ 1,821,547.00| $ 2,040,821.20| $
====================================================================================================================================