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LETTING DATE : 12/10/03 MAINE DEPARTMENT OF TRANSPORTATION DATE : 12/10/03
PAGE : 1
COUNTIE(S): OXFORD TABULATION OF BIDS
CONTRACT ID : 008972.00 COMPLETION DATE : 11/26/04
=========
PROJECT(S): STP-8972(00)X LOCATION(S): PERU MAINE STATE DEPARTMENT OF TRANSPORTATION
BR-1019(556)X PERU
A TRUE COPY : __________________________
TITLE : __________________________
ATTEST : ____________________________ CONTRACT DESCRIPTION : BRIDGE REPLACEMENT NOTARY PUBLIC
--------------------------------------------------------------------------------------------------------------------------
TOTAL % OVER
RANK VENDOR NO./NAME BID LOW BID
--------------------------------------------------------------------------------------------------------------------------
1 001954 TECHNICAL CONSTRUCTION INC. $ 711,574.00 100.0000%
2 000164 C P M CONSTRUCTORS $ 829,668.25 116.5962%
3 000416 T BUCK CONSTRUCTION INC. $ 855,555.05 120.2342%
4 000063 WYMAN & SIMPSON, INC. $ 909,106.00 127.7599%
5 001962 NEWMAN CONCRETE SERVICES $ 1,052,665.00 147.9347%
====================================================================================================================================
|( 1 ) 001954 |( 2 ) 000164 |( 3 ) 000416
|TECHNICAL CONSTRUCTION INC. |C P M CONSTRUCTORS |T BUCK CONSTRUCTION INC.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0001 BRIDGE ITEMS
| | |
0010 202.19 121.000 LS | 40000.00000 40000.00| 40000.00000 40000.00| 51000.00000 51000.00
REMOVING EXISTING BRIDGE | | |
0020 203.20 1690.000 M3 | 10.00000 16900.00| 10.00000 16900.00| 10.25000 17322.50
COMMON EXCAVATION | | |
0030 203.24 10.000 M3 | 5.00000 50.00| 40.00000 400.00| 28.00000 280.00
COMMON BORROW | | |
0040 203.25 1215.000 M3 | 18.00000 21870.00| 21.00000 25515.00| 24.50000 29767.50
GRANULAR BORROW | | |
0050 206.082 580.000 M3 | 10.00000 5800.00| 13.00000 7540.00| 19.50000 11310.00
STRUCTURAL EARTH EXCAVATION - MAJOR | | |
STRUCTURES | | |
0060 304.10 1625.000 M3 | 17.00000 27625.00| 20.00000 32500.00| 19.50000 31687.50
AGGREGATE SUBBASE COURSE - GRAVEL | | |
0070 403.208 180.000 MG | 67.00000 12060.00| 65.00000 11700.00| 65.15000 11727.00
HOT MIX ASPHALT 12.5 MM, SURFACE | | |
0080 403.209 26.000 MG | 91.00000 2366.00| 89.00000 2314.00| 89.00000 2314.00
HOT MIX ASPHALT 9.5 MM(SIDEWALKS,DRIVES | | |
INCIDENTAL ) | | |
0090 403.210 130.000 MG | 80.00000 10400.00| 78.00000 10140.00| 78.20000 10166.00
HOT MIX ASPHALT 9.5 MM NOMINAL MAX SIZE | | |
0100 403.213 270.000 MG | 66.00000 17820.00| 65.00000 17550.00| 65.15000 17590.50
HOT MIX ASPHALT 12.5 MM, BASE | | |
LETTING DATE : 12/10/03 MAINE DEPARTMENT OF TRANSPORTATION DATE : 12/10/03
PAGE : 2
COUNTIE(S): OXFORD TABULATION OF BIDS
CONTRACT ID : 008972.00
=========
====================================================================================================================================
|( 1 ) 001954 |( 2 ) 000164 |( 3 ) 000416
|TECHNICAL CONSTRUCTION INC. |C P M CONSTRUCTORS |T BUCK CONSTRUCTION INC.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0110 409.15 190.000 L | 3.00000 570.00| 10.00000 1900.00| 3.00000 570.00
BITUMINOUS TACK COAT APPLIED | | |
0120 501.231 2.000 EA | 2020.00000 4040.00| 2500.00000 5000.00| 2000.00000 4000.00
DYNAMIC LOADING TEST | | |
0130 501.50 90.000 M | 140.00000 12600.00| 150.00000 13500.00| 135.00000 12150.00
STEEL H-BEAM PILES 132 KG/M, DELIVERED | | |
0140 501.501 90.000 M | 5.00000 450.00| 5.00000 450.00| 17.50000 1575.00
STEEL H-BEAM PILES 132 KG/M, IN PLACE | | |
0150 501.90 8.000 EA | 300.00000 2400.00| 300.00000 2400.00| 300.00000 2400.00
PILE TIPS | | |
0160 501.91 4.000 EA | 10.00000 40.00| 10.00000 40.00| 10.00000 40.00
PILE SPLICES | | |
0170 501.92 LUMP| 20500.00000 20500.00| 20000.00000 20000.00| 44000.00000 44000.00
PILE DRIVING EQUIPMENT MOBILIZATION | | |
0180 502.219 50.000 LS | 36000.00000 36000.00| 50000.00000 50000.00| 57000.00000 57000.00
STRUCTURAL CONCRETE, ABUTMENTS AND | | |
RETAINING WALLS | | |
0190 502.26 51.000 LS | 57400.00000 57400.00| 60000.00000 60000.00| 42000.00000 42000.00
STRUCTURAL CONCRETE ROADWAY AND | | |
SIDEWALK SLABS ON STEEL BRIDGES | | |
0200 502.49 8.000 LS | 9000.00000 9000.00| 7500.00000 7500.00| 9000.00000 9000.00
STRUCTURAL CONCRETE CURBS AND SIDEWALKS | | |
0210 503.12 11700.000 KG | 0.33000 3861.00| 0.25000 2925.00| 0.75000 8775.00
REINFORCING STEEL, FABRICATED AND | | |
DELIVERED | | |
0220 503.13 11700.000 KG | 0.33000 3861.00| 0.25000 2925.00| 1.00000 11700.00
REINFORCING STEEL, PLACING | | |
0230 504.701 30000.000 LS | 55000.00000 55000.00| 50000.00000 50000.00| 53000.00000 53000.00
STRUCTURAL STEEL FABRICATED AND | | |
DELIVERED, ROLLED | | |
0240 504.71 30000.000 LS | 18000.00000 18000.00| 7500.00000 7500.00| 23000.00000 23000.00
STRUCTURAL STEEL ERECTION | | |
0250 505.08 624.000 LS | 2680.00000 2680.00| 1500.00000 1500.00| 1800.00000 1800.00
SHEAR CONNECTORS | | |
0260 507.0811 47.000 LS | 14000.00000 14000.00| 13000.00000 13000.00| 13000.00000 13000.00
STEEL BRIDGE RAILING, 2 BAR | | |
0270 508.14 200.000 LS | 8070.00000 8070.00| 7700.00000 7700.00| 8000.00000 8000.00
HIGH PERFORMANCE WATERPROOFING MEMBRANE | | |
0280 509.12 39800.000 LS | 68300.00000 68300.00| 70000.00000 70000.00| 136000.00000 136000.00
STEEL STRUCTURAL PLATE PIPE ARCH: | | |
0290 510.10 LUMP| 34000.00000 34000.00| 70000.00000 70000.00| 35000.00000 35000.00
SPECIAL DETOUR_____(M) ROADWAY WIDTH | | |
VEHICULAR & PEDESTRIAN TRAFFIC NOT | | |
SEPARATED - WORTHLEY BRIDGE | | |
LETTING DATE : 12/10/03 MAINE DEPARTMENT OF TRANSPORTATION DATE : 12/10/03
PAGE : 3
COUNTIE(S): OXFORD TABULATION OF BIDS
CONTRACT ID : 008972.00
=========
====================================================================================================================================
|( 1 ) 001954 |( 2 ) 000164 |( 3 ) 000416
|TECHNICAL CONSTRUCTION INC. |C P M CONSTRUCTORS |T BUCK CONSTRUCTION INC.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0300 510.10 LUMP| 46000.00000 46000.00| 55000.00000 55000.00| 50000.00000 50000.00
SPECIAL DETOUR_____(M) ROADWAY WIDTH | | |
VEHICULAR & PEDESTRIAN TRAFFIC NOT | | |
SEPARATED ARNOLD BRIDGE | | |
0310 511.07 LUMP| 4000.00000 4000.00| 10000.00000 10000.00| 10500.00000 10500.00
COFFERDAM: - ABUTMENT NO 1 | | |
0320 511.07 LUMP| 950.00000 950.00| 10000.00000 10000.00| 400.00000 400.00
COFFERDAM: - ABUTMENT NO 2 | | |
0330 511.07 LUMP| 2500.00000 2500.00| 10000.00000 10000.00| 5000.00000 5000.00
COFFERDAM: ABUTMENT NO.1 | | |
0340 511.07 LUMP| 2000.00000 2000.00| 10000.00000 10000.00| 5000.00000 5000.00
COFFERDAM: ABUTMENT NO.2 | | |
0350 515.21 100.000 LS | 570.00000 570.00| 1500.00000 1500.00| 800.00000 800.00
PROTECTIVE COATING FOR CONCRETE SURFACE | | |
0360 526.301 17.000 LS | 2710.00000 2710.00| 10000.00000 10000.00| 5500.00000 5500.00
TEMPORARY CONCRETE BARRIER TYPE I | | |
0370 526.34 4.000 EA | 1060.00000 4240.00| 1300.00000 5200.00| 1250.00000 5000.00
PERMANENT CONCRETE TRANSITION BARRIER | | |
0380 603.16 25.000 M | 82.00000 2050.00| 85.00000 2125.00| 68.00000 1700.00
375 MM CULVERT PIPE OPTION I | | |
0390 606.17 92.000 M | 40.00000 3680.00| 40.00000 3680.00| 39.29000 3614.68
GUARDRAIL TYPE 3B - SINGLE RAIL | | |
0400 606.25 3.000 EA | 250.00000 750.00| 250.00000 750.00| 250.00000 750.00
TERMINAL CONNECTOR | | |
0410 606.265 4.000 EA | 81.00000 324.00| 80.00000 320.00| 80.00000 320.00
TERMINAL END - SINGLE RAIL - GALVANIZED | | |
STEEL | | |
0420 606.35 12.000 EA | 30.00000 360.00| 30.00000 360.00| 30.00000 360.00
GUARDRAIL DELINEATOR POST | | |
0430 606.60 31.000 M | 47.00000 1457.00| 47.00000 1457.00| 46.65000 1446.15
GUARDRAIL TYPE 3 - OVER 4.5 METER RADIU | | |
0440 606.76 3.000 EA | 1570.00000 4710.00| 1600.00000 4800.00| 1550.00000 4650.00
MODIFIED ECCENTRIC LOADER TERMINAL | | |
0450 606.78 1.000 EA | 1010.00000 1010.00| 1000.00000 1000.00| 1000.00000 1000.00
LOW VOLUME GUARDRAIL END - TYPE 3 | | |
0460 609.31 10.000 M | 50.00000 500.00| 50.00000 500.00| 50.00000 500.00
CURB TYPE 3 | | |
0470 610.08 490.000 M3 | 38.00000 18620.00| 50.00000 24500.00| 35.00000 17150.00
PLAIN RIPRAP | | |
0480 610.18 13.000 M3 | 30.00000 390.00| 60.00000 780.00| 50.00000 650.00
STONE DITCH PROTECTION | | |
LETTING DATE : 12/10/03 MAINE DEPARTMENT OF TRANSPORTATION DATE : 12/10/03
PAGE : 4
COUNTIE(S): OXFORD TABULATION OF BIDS
CONTRACT ID : 008972.00
=========
====================================================================================================================================
|( 1 ) 001954 |( 2 ) 000164 |( 3 ) 000416
|TECHNICAL CONSTRUCTION INC. |C P M CONSTRUCTORS |T BUCK CONSTRUCTION INC.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0490 613.319 170.000 M2 | 3.00000 510.00| 2.00000 340.00| 2.00000 340.00
EROSION CONTROL BLANKET | | |
0500 615.07 75.000 M3 | 39.00000 2925.00| 40.00000 3000.00| 42.00000 3150.00
LOAM | | |
0510 618.1401 15.000 UN | 35.00000 525.00| 35.00000 525.00| 35.00000 525.00
SEEDING METHOD NUMBER 2 - PLAN QUANTITY | | |
0520 619.1201 15.000 UN | 25.00000 375.00| 10.00000 150.00| 15.00000 225.00
MULCH - PLAN QUANTITY | | |
0530 619.1401 145.000 M3 | 43.00000 6235.00| 40.00000 5800.00| 32.00000 4640.00
EROSION CONTROL MIX | | |
0540 627.711 645.000 M | 2.00000 1290.00| 2.05000 1322.25| 1.25000 806.25
WHITE OR YELLOW PAINTED PAVEMENT | | |
MARKING LINE (PLAN QUANTITY ) | | |
0550 629.05 40.000 HR | 25.00000 1000.00| 25.00000 1000.00| 30.00000 1200.00
HAND LABOR, STRAIGHT TIME | | |
0560 631.12 10.000 HR | 90.00000 900.00| 80.00000 800.00| 100.00000 1000.00
ALL PURPOSE EXCAVATOR (INCLUDING | | |
OPERATOR) | | |
0570 631.15 10.000 HR | 70.00000 700.00| 47.00000 470.00| 60.00000 600.00
ROLLER, EARTH AND BASE COURSE | | |
(INCLUDING OPERATOR) | | |
0580 631.172 20.000 HR | 50.00000 1000.00| 47.00000 940.00| 50.00000 1000.00
TRUCK - LARGE (INCLUDING OPERATOR) | | |
0590 637.071 LUMP| 2630.00000 2630.00| 1000.00000 1000.00| 1900.00000 1900.00
DUST CONTROL | | |
0600 639.19 1.000 EA | 5000.00000 5000.00| 5000.00000 5000.00| 4600.00000 4600.00
FIELD OFFICE TYPE B | | |
0610 652.31 16.000 EA | 45.00000 720.00| 50.00000 800.00| 58.00000 928.00
TYPE I BARRICADE | | |
0620 652.312 16.000 EA | 180.00000 2880.00| 150.00000 2400.00| 110.00000 1760.00
TYPE III BARRICADE | | |
0630 652.33 30.000 EA | 40.00000 1200.00| 55.00000 1650.00| 50.00000 1500.00
DRUM | | |
0640 652.34 40.000 EA | 15.00000 600.00| 20.00000 800.00| 20.00000 800.00
CONE | | |
0650 652.35 80.000 M2 | 80.00000 6400.00| 100.00000 8000.00| 110.00000 8800.00
CONSTRUCTION SIGNS | | |
0660 652.36 120.000 CD | 35.00000 4200.00| 35.00000 4200.00| 78.00000 9360.00
MAINTENANCE OF TRAFFIC CONTROL DEVICES | | |
0670 652.38 80.000 HR | 21.00000 1680.00| 20.00000 1600.00| 25.00000 2000.00
FLAGGER | | |
LETTING DATE : 12/10/03 MAINE DEPARTMENT OF TRANSPORTATION DATE : 12/10/03
PAGE : 5
COUNTIE(S): OXFORD TABULATION OF BIDS
CONTRACT ID : 008972.00
=========
====================================================================================================================================
|( 1 ) 001954 |( 2 ) 000164 |( 3 ) 000416
|TECHNICAL CONSTRUCTION INC. |C P M CONSTRUCTORS |T BUCK CONSTRUCTION INC.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0680 656.75 LUMP| 3320.00000 3320.00| 5000.00000 5000.00| 6500.00000 6500.00
TEMPORARY SOIL EROSION AND WATER | | |
POLLUTION CONTROL | | |
0690 659.10 LUMP| 65000.00000 65000.00| 82000.00000 82000.00| 43404.97000 43404.97
MOBILIZATION | | |
SECTION TOTALS | $ 711,574.00| $ 829,668.25| $ 855,555.05
------------------------------------------+----------------------------+----------------------------+-------------------------------
CONTRACT TOTALS | $ 711,574.00| $ 829,668.25| $ 855,555.05
====================================================================================================================================
LETTING DATE : 12/10/03 MAINE DEPARTMENT OF TRANSPORTATION DATE : 12/10/03
PAGE : 6
COUNTIE(S): OXFORD TABULATION OF BIDS
CONTRACT ID : 008972.00
=========
====================================================================================================================================
|( 4 ) 000063 |( 5 ) 001962 |( )
|WYMAN & SIMPSON, INC. |NEWMAN CONCRETE SERVICES |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0001 BRIDGE ITEMS
| | |
0010 202.19 121.000 LS | 100000.00000 100000.00| 40000.00000 40000.00|
REMOVING EXISTING BRIDGE | | |
0020 203.20 1690.000 M3 | 9.00000 15210.00| 17.00000 28730.00|
COMMON EXCAVATION | | |
0030 203.24 10.000 M3 | 16.00000 160.00| 50.00000 500.00|
COMMON BORROW | | |
0040 203.25 1215.000 M3 | 17.00000 20655.00| 32.00000 38880.00|
GRANULAR BORROW | | |
0050 206.082 580.000 M3 | 30.00000 17400.00| 25.00000 14500.00|
STRUCTURAL EARTH EXCAVATION - MAJOR | | |
STRUCTURES | | |
0060 304.10 1625.000 M3 | 18.00000 29250.00| 19.00000 30875.00|
AGGREGATE SUBBASE COURSE - GRAVEL | | |
0070 403.208 180.000 MG | 70.00000 12600.00| 150.00000 27000.00|
HOT MIX ASPHALT 12.5 MM, SURFACE | | |
0080 403.209 26.000 MG | 100.00000 2600.00| 190.00000 4940.00|
HOT MIX ASPHALT 9.5 MM(SIDEWALKS,DRIVES | | |
INCIDENTAL ) | | |
0090 403.210 130.000 MG | 84.00000 10920.00| 140.00000 18200.00|
HOT MIX ASPHALT 9.5 MM NOMINAL MAX SIZE | | |
0100 403.213 270.000 MG | 70.00000 18900.00| 125.00000 33750.00|
HOT MIX ASPHALT 12.5 MM, BASE | | |
0110 409.15 190.000 L | 3.00000 570.00| 19.00000 3610.00|
BITUMINOUS TACK COAT APPLIED | | |
0120 501.231 2.000 EA | 2000.00000 4000.00| 2000.00000 4000.00|
DYNAMIC LOADING TEST | | |
0130 501.50 90.000 M | 200.00000 18000.00| 150.00000 13500.00|
STEEL H-BEAM PILES 132 KG/M, DELIVERED | | |
0140 501.501 90.000 M | 20.00000 1800.00| 5.00000 450.00|
STEEL H-BEAM PILES 132 KG/M, IN PLACE | | |
0150 501.90 8.000 EA | 200.00000 1600.00| 300.00000 2400.00|
PILE TIPS | | |
0160 501.91 4.000 EA | 50.00000 200.00| 10.00000 40.00|
PILE SPLICES | | |
0170 501.92 LUMP| 6500.00000 6500.00| 20000.00000 20000.00|
PILE DRIVING EQUIPMENT MOBILIZATION | | |
0180 502.219 50.000 LS | 40000.00000 40000.00| 25000.00000 25000.00|
STRUCTURAL CONCRETE, ABUTMENTS AND | | |
RETAINING WALLS | | |
LETTING DATE : 12/10/03 MAINE DEPARTMENT OF TRANSPORTATION DATE : 12/10/03
PAGE : 7
COUNTIE(S): OXFORD TABULATION OF BIDS
CONTRACT ID : 008972.00
=========
====================================================================================================================================
|( 4 ) 000063 |( 5 ) 001962 |( )
|WYMAN & SIMPSON, INC. |NEWMAN CONCRETE SERVICES |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0190 502.26 51.000 LS | 60000.00000 60000.00| 70000.00000 70000.00|
STRUCTURAL CONCRETE ROADWAY AND | | |
SIDEWALK SLABS ON STEEL BRIDGES | | |
0200 502.49 8.000 LS | 8000.00000 8000.00| 10000.00000 10000.00|
STRUCTURAL CONCRETE CURBS AND SIDEWALKS | | |
0210 503.12 11700.000 KG | 0.60000 7020.00| 1.00000 11700.00|
REINFORCING STEEL, FABRICATED AND | | |
DELIVERED | | |
0220 503.13 11700.000 KG | 0.20000 2340.00| 0.50000 5850.00|
REINFORCING STEEL, PLACING | | |
0230 504.701 30000.000 LS | 55000.00000 55000.00| 50000.00000 50000.00|
STRUCTURAL STEEL FABRICATED AND | | |
DELIVERED, ROLLED | | |
0240 504.71 30000.000 LS | 6000.00000 6000.00| 20000.00000 20000.00|
STRUCTURAL STEEL ERECTION | | |
0250 505.08 624.000 LS | 1700.00000 1700.00| 1500.00000 1500.00|
SHEAR CONNECTORS | | |
0260 507.0811 47.000 LS | 13600.00000 13600.00| 25000.00000 25000.00|
STEEL BRIDGE RAILING, 2 BAR | | |
0270 508.14 200.000 LS | 8000.00000 8000.00| 11000.00000 11000.00|
HIGH PERFORMANCE WATERPROOFING MEMBRANE | | |
0280 509.12 39800.000 LS | 150000.00000 150000.00| 125000.00000 125000.00|
STEEL STRUCTURAL PLATE PIPE ARCH: | | |
0290 510.10 LUMP| 50000.00000 50000.00| 85000.00000 85000.00|
SPECIAL DETOUR_____(M) ROADWAY WIDTH | | |
VEHICULAR & PEDESTRIAN TRAFFIC NOT | | |
SEPARATED - WORTHLEY BRIDGE | | |
0300 510.10 LUMP| 50000.00000 50000.00| 85000.00000 85000.00|
SPECIAL DETOUR_____(M) ROADWAY WIDTH | | |
VEHICULAR & PEDESTRIAN TRAFFIC NOT | | |
SEPARATED ARNOLD BRIDGE | | |
0310 511.07 LUMP| 4000.00000 4000.00| 6000.00000 6000.00|
COFFERDAM: - ABUTMENT NO 1 | | |
0320 511.07 LUMP| 4000.00000 4000.00| 6000.00000 6000.00|
COFFERDAM: - ABUTMENT NO 2 | | |
0330 511.07 LUMP| 4000.00000 4000.00| 15000.00000 15000.00|
COFFERDAM: ABUTMENT NO.1 | | |
0340 511.07 LUMP| 4000.00000 4000.00| 15000.00000 15000.00|
COFFERDAM: ABUTMENT NO.2 | | |
0350 515.21 100.000 LS | 1000.00000 1000.00| 1000.00000 1000.00|
PROTECTIVE COATING FOR CONCRETE SURFACE | | |
LETTING DATE : 12/10/03 MAINE DEPARTMENT OF TRANSPORTATION DATE : 12/10/03
PAGE : 8
COUNTIE(S): OXFORD TABULATION OF BIDS
CONTRACT ID : 008972.00
=========
====================================================================================================================================
|( 4 ) 000063 |( 5 ) 001962 |( )
|WYMAN & SIMPSON, INC. |NEWMAN CONCRETE SERVICES |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0360 526.301 17.000 LS | 1000.00000 1000.00| 3000.00000 3000.00|
TEMPORARY CONCRETE BARRIER TYPE I | | |
0370 526.34 4.000 EA | 1640.00000 6560.00| 1500.00000 6000.00|
PERMANENT CONCRETE TRANSITION BARRIER | | |
0380 603.16 25.000 M | 85.00000 2125.00| 100.00000 2500.00|
375 MM CULVERT PIPE OPTION I | | |
0390 606.17 92.000 M | 54.00000 4968.00| 40.00000 3680.00|
GUARDRAIL TYPE 3B - SINGLE RAIL | | |
0400 606.25 3.000 EA | 32.00000 96.00| 250.00000 750.00|
TERMINAL CONNECTOR | | |
0410 606.265 4.000 EA | 27.00000 108.00| 80.00000 320.00|
TERMINAL END - SINGLE RAIL - GALVANIZED | | |
STEEL | | |
0420 606.35 12.000 EA | 26.00000 312.00| 30.00000 360.00|
GUARDRAIL DELINEATOR POST | | |
0430 606.60 31.000 M | 54.00000 1674.00| 50.00000 1550.00|
GUARDRAIL TYPE 3 - OVER 4.5 METER RADIU | | |
0440 606.76 3.000 EA | 1700.00000 5100.00| 1600.00000 4800.00|
MODIFIED ECCENTRIC LOADER TERMINAL | | |
0450 606.78 1.000 EA | 655.00000 655.00| 1000.00000 1000.00|
LOW VOLUME GUARDRAIL END - TYPE 3 | | |
0460 609.31 10.000 M | 55.00000 550.00| 50.00000 500.00|
CURB TYPE 3 | | |
0470 610.08 490.000 M3 | 55.00000 26950.00| 50.00000 24500.00|
PLAIN RIPRAP | | |
0480 610.18 13.000 M3 | 60.00000 780.00| 50.00000 650.00|
STONE DITCH PROTECTION | | |
0490 613.319 170.000 M2 | 3.00000 510.00| 2.00000 340.00|
EROSION CONTROL BLANKET | | |
0500 615.07 75.000 M3 | 35.00000 2625.00| 35.00000 2625.00|
LOAM | | |
0510 618.1401 15.000 UN | 40.00000 600.00| 50.00000 750.00|
SEEDING METHOD NUMBER 2 - PLAN QUANTITY | | |
0520 619.1201 15.000 UN | 20.00000 300.00| 20.00000 300.00|
MULCH - PLAN QUANTITY | | |
0530 619.1401 145.000 M3 | 35.00000 5075.00| 35.00000 5075.00|
EROSION CONTROL MIX | | |
0540 627.711 645.000 M | 1.40000 903.00| 4.00000 2580.00|
WHITE OR YELLOW PAINTED PAVEMENT | | |
MARKING LINE (PLAN QUANTITY ) | | |
0550 629.05 40.000 HR | 20.00000 800.00| 35.00000 1400.00|
HAND LABOR, STRAIGHT TIME | | |
LETTING DATE : 12/10/03 MAINE DEPARTMENT OF TRANSPORTATION DATE : 12/10/03
PAGE : 9
COUNTIE(S): OXFORD TABULATION OF BIDS
CONTRACT ID : 008972.00
=========
====================================================================================================================================
|( 4 ) 000063 |( 5 ) 001962 |( )
|WYMAN & SIMPSON, INC. |NEWMAN CONCRETE SERVICES |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0560 631.12 10.000 HR | 85.00000 850.00| 100.00000 1000.00|
ALL PURPOSE EXCAVATOR (INCLUDING | | |
OPERATOR) | | |
0570 631.15 10.000 HR | 40.00000 400.00| 50.00000 500.00|
ROLLER, EARTH AND BASE COURSE | | |
(INCLUDING OPERATOR) | | |
0580 631.172 20.000 HR | 35.00000 700.00| 45.00000 900.00|
TRUCK - LARGE (INCLUDING OPERATOR) | | |
0590 637.071 LUMP| 1000.00000 1000.00| 5000.00000 5000.00|
DUST CONTROL | | |
0600 639.19 1.000 EA | 3000.00000 3000.00| 7000.00000 7000.00|
FIELD OFFICE TYPE B | | |
0610 652.31 16.000 EA | 35.00000 560.00| 60.00000 960.00|
TYPE I BARRICADE | | |
0620 652.312 16.000 EA | 150.00000 2400.00| 250.00000 4000.00|
TYPE III BARRICADE | | |
0630 652.33 30.000 EA | 30.00000 900.00| 60.00000 1800.00|
DRUM | | |
0640 652.34 40.000 EA | 20.00000 800.00| 20.00000 800.00|
CONE | | |
0650 652.35 80.000 M2 | 90.00000 7200.00| 95.00000 7600.00|
CONSTRUCTION SIGNS | | |
0660 652.36 120.000 CD | 35.00000 4200.00| 40.00000 4800.00|
MAINTENANCE OF TRAFFIC CONTROL DEVICES | | |
0670 652.38 80.000 HR | 17.25000 1380.00| 15.00000 1200.00|
FLAGGER | | |
0680 656.75 LUMP| 5000.00000 5000.00| 7000.00000 7000.00|
TEMPORARY SOIL EROSION AND WATER | | |
POLLUTION CONTROL | | |
0690 659.10 LUMP| 90000.00000 90000.00| 98000.00000 98000.00|
MOBILIZATION | | |
SECTION TOTALS | $ 909,106.00| $ 1,052,665.00| $ 0.00
------------------------------------------+----------------------------+----------------------------+-------------------------------
CONTRACT TOTALS | $ 909,106.00| $ 1,052,665.00| $
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