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LETTING DATE : 11/22/00 MAINE DEPARTMENT OF TRANSPORTATION DATE : 12/05/01
PAGE : 1
LOCATION : OLD ORCHARD BEACH TABULATION OF BIDS
CONTRACT ID : 007493.11
=========
COMPLETION DATE : 11/15/01
PROJECT(S): ER-STP-7493(11)X COUNTIE(S) : YORK MAINE STATE DEPTARTMENT OF TRANSPORTATION
A TRUE COPY : __________________________
TITLE : __________________________
CONTRACT DESCRIPTION : A CULVERT REPLACEMENT ATTEST : _______________________________
NOTARY PUBLIC
--------------------------------------------------------------------------------------------------------------------------
TOTAL % OVER
RANK VENDOR NO./NAME BID LOW BID
--------------------------------------------------------------------------------------------------------------------------
1 000116 SHAW BROTHERS CONSTRUCTION, INC. $ 527,900.00 100.0000%
2 000164 C P M CONSTRUCTORS $ 532,848.50 100.9374%
3 001076 CONSTRUCTION DIVERS, INC. $ 603,007.55 114.2276%
4 000416 T BUCK CONSTRUCTION INC. $ 690,371.25 130.7769%
5 000063 WYMAN & SIMPSON, INC. $ 899,701.00 170.4302%
6 000855 BRIDGECORP $ 1,143,131.05 216.5431%
7 001260 D & C CONSTRUCTION CO., INC. $ 1,472,354.00 278.9077%
====================================================================================================================================
|( 1 ) 000116 |( 2 ) 000164 |( 3 ) 001076
|SHAW BROTHERS CONSTRUCTION, |C P M CONSTRUCTORS |CONSTRUCTION DIVERS, INC.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0001 BRIDGE ITEMS
| | |
0010 107.27 LUMP| 2000.00000 2000.00| 2500.00000 2500.00| 6600.00000 6600.00
TEMPORARY SOIL EROSION AND WATER | | |
POLLUTION CONTROL | | |
0020 202.15 3.000 EA | 500.00000 1500.00| 500.00000 1500.00| 900.00000 2700.00
REMOVING MANHOLE OR CATCH BASIN | | |
0030 202.19 1.000 LS | 5000.00000 5000.00| 10000.00000 10000.00| 17700.00000 17700.00
REMOVING EXISTING BRIDGE | | |
0040 203.20 1810.000 M3 | 0.01000 18.10| 6.00000 10860.00| 17.50000 31675.00
COMMON EXCAVATION | | |
0050 203.25 1930.000 M3 | 0.01000 19.30| 13.00000 25090.00| 22.50000 43425.00
GRANULAR BORROW | | |
0060 206.082 2520.000 M3 | 0.01000 25.20| 10.00000 25200.00| 34.00000 85680.00
STRUCTURAL EARTH EXCAVATION - MAJOR | | |
STRUCTURES | | |
0070 304.10 1605.000 M3 | 0.01000 16.05| 20.00000 32100.00| 24.50000 39322.50
AGGREGATE SUBBASE COURSE - GRAVEL | | |
0080 403.207 540.000 MG | 0.01000 5.40| 60.00000 32400.00| 58.50000 31590.00
HOT MIX ASPHALT 19.0 MM NOMINAL MAX SIZ | | |
LETTING DATE : 11/22/00 MAINE DEPARTMENT OF TRANSPORTATION DATE : 12/05/01
PAGE : 2
LOCATION : OLD ORCHARD BEACH TABULATION OF BIDS
CONTRACT ID : 007493.11
=========
====================================================================================================================================
|( 1 ) 000116 |( 2 ) 000164 |( 3 ) 001076
|SHAW BROTHERS CONSTRUCTION, |C P M CONSTRUCTORS |CONSTRUCTION DIVERS, INC.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0090 403.208 200.000 MG | 60.00000 12000.00| 60.00000 12000.00| 59.00000 11800.00
HOT MIX ASPHALT 12.5 MM NOMINAL MAX SIZ | | |
0100 403.209 12.000 MG | 0.01000 0.12| 90.00000 1080.00| 99.00000 1188.00
HOT MIX ASPHALT 9.5 MM(SIDEWALKS,DRIVES | | |
INCIDENTAL ) | | |
0110 403.211 15.000 MG | 0.01000 0.15| 55.00000 825.00| 59.00000 885.00
HOT MIX ASPHALT (SHIM) | | |
0120 409.15 10.000 L | 10.00000 100.00| 5.00000 50.00| 7.00000 70.00
BITUMINOUS TACK COAT APPLIED | | |
0130 511.07 LUMP| 5000.00000 5000.00| 15000.00000 15000.00| 7500.00000 7500.00
COFFERDAM: DOWN STREAM | | |
0140 511.07 LUMP| 5000.00000 5000.00| 17000.00000 17000.00| 7500.00000 7500.00
COFFERDAM: UPSTREAM | | |
0150 534.71 357.000 LS | 386605.68000 386605.68| 200000.00000 200000.00| 211000.00000 211000.00
PRECAST CONCRETE BOX CULVERT | | |
0160 603.175 23.600 M | 100.00000 2360.00| 100.00000 2360.00| 90.00000 2124.00
450 MM RCP CLASS III | | |
0170 604.092 3.000 EA | 3000.00000 9000.00| 2000.00000 6000.00| 2600.00000 7800.00
CATCH BASIN TYPE B1-C | | |
0180 606.24 175.000 M | 45.00000 7875.00| 42.00000 7350.00| 39.60000 6930.00
GUARDRAIL TYPE 3D - SINGLE RAIL | | |
0190 606.265 4.000 EA | 50.00000 200.00| 40.00000 160.00| 39.10000 156.40
TERMINAL END - SINGLE RAIL - GALVANIZED | | |
STEEL | | |
0200 606.35 6.000 EA | 30.00000 180.00| 23.00000 138.00| 24.15000 144.90
GUARDRAIL DELINEATOR POST | | |
0210 606.752 1.000 EA | 500.00000 500.00| 1200.00000 1200.00| 1800.00000 1800.00
WIDEN SHOULDER FOR MODIFIED ECCENTRIC | | |
LOADER TERMINAL | | |
0220 606.754 1.000 EA | 800.00000 800.00| 1200.00000 1200.00| 1800.00000 1800.00
WIDEN SHOULDER FOR 350 END TREATMENT | | |
0230 606.76 1.000 EA | 1500.00000 1500.00| 1350.00000 1350.00| 1408.75000 1408.75
MODIFIED ECCENTRIC LOADER TERMINAL | | |
0240 606.79 1.000 EA | 1600.00000 1600.00| 1425.00000 1425.00| 3093.50000 3093.50
GUARDRAIL 350 FLARED TERMINAL | | |
0250 609.31 185.000 M | 0.01000 1.85| 12.00000 2220.00| 13.20000 2442.00
CURB TYPE 3 | | |
0260 609.40 315.000 M | 0.01000 3.15| 35.00000 11025.00| 22.00000 6930.00
RESET CURB TYPE 5 | | |
0270 610.08 60.000 M3 | 150.00000 9000.00| 85.00000 5100.00| 58.00000 3480.00
PLAIN RIPRAP | | |
LETTING DATE : 11/22/00 MAINE DEPARTMENT OF TRANSPORTATION DATE : 12/05/01
PAGE : 3
LOCATION : OLD ORCHARD BEACH TABULATION OF BIDS
CONTRACT ID : 007493.11
=========
====================================================================================================================================
|( 1 ) 000116 |( 2 ) 000164 |( 3 ) 001076
|SHAW BROTHERS CONSTRUCTION, |C P M CONSTRUCTORS |CONSTRUCTION DIVERS, INC.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0280 613.319 500.000 M2 | 1.25000 625.00| 1.25000 625.00| 1.50000 750.00
TEMPORARY EROSION CONTROL BLANKET | | |
0290 615.07 40.000 M3 | 50.00000 2000.00| 65.00000 2600.00| 31.00000 1240.00
LOAM | | |
0300 618.1411 7.000 UN | 50.00000 350.00| 50.00000 350.00| 42.00000 294.00
SEEDING METHOD NUMBER 3 - PLAN QUANTITY | | |
0310 619.1201 7.000 UN | 50.00000 350.00| 50.00000 350.00| 27.00000 189.00
MULCH - PLAN QUANTITY | | |
0320 620.60 865.000 M2 | 4.00000 3460.00| 2.00000 1730.00| 2.50000 2162.50
REINFORCEMENT GEOTEXTILE | | |
0330 620.65 415.000 M2 | 7.00000 2905.00| 7.50000 3112.50| 3.30000 1369.50
REINFORCEMENT GEOGRID | | |
0340 627.71 165.000 M | 0.50000 82.50| 2.50000 412.50| 1.50000 247.50
100 MM WHITE PAVEMENT MARKING LINE | | |
0350 627.72 280.000 M | 0.50000 140.00| 3.30000 924.00| 2.00000 560.00
150 MM WHITE PAVEMENT MARKING LINE | | |
0360 627.74 155.000 M | 0.50000 77.50| 3.30000 511.50| 6.00000 930.00
150 MM YELLOW PAVEMENT MARKING LINE | | |
0370 629.05 40.000 MH | 20.00000 800.00| 25.00000 1000.00| 17.00000 680.00
HAND LABOR, STRAIGHT TIME | | |
0380 631.10 20.000 HR | 20.00000 400.00| 25.00000 500.00| 30.00000 600.00
AIR COMPRESSOR (INCLUDING OPERATOR) | | |
0390 631.11 20.000 HR | 20.00000 400.00| 25.00000 500.00| 15.00000 300.00
AIR TOOL (INCLUDING OPERATOR) | | |
0400 631.12 20.000 HR | 30.00000 600.00| 85.00000 1700.00| 85.00000 1700.00
ALL PURPOSE EXCAVATOR (INCLUDING | | |
OPERATOR) | | |
0410 631.172 20.000 HR | 20.00000 400.00| 45.00000 900.00| 32.00000 640.00
TRUCK - LARGE (INCLUDING OPERATOR) | | |
0420 637.071 LUMP| 500.00000 500.00| 2000.00000 2000.00| 5400.00000 5400.00
DUST CONTROL | | |
0430 639.19 1.000 EA | 2500.00000 2500.00| 2500.00000 2500.00| 1200.00000 1200.00
FIELD OFFICE TYPE B | | |
0440 652.39 LUMP| 22000.00000 22000.00| 35000.00000 35000.00| 19000.00000 19000.00
WORK ZONE TRAFFIC CONTROL | | |
0450 659.10 LUMP| 40000.00000 40000.00| 53000.00000 53000.00| 29000.00000 29000.00
MOBILIZATION | | |
SECTION TOTALS | $ 527,900.00| $ 532,848.50| $ 603,007.55
------------------------------------------+----------------------------+----------------------------+-------------------------------
CONTRACT TOTALS | $ 527,900.00| $ 532,848.50| $ 603,007.55
====================================================================================================================================
LETTING DATE : 11/22/00 MAINE DEPARTMENT OF TRANSPORTATION DATE : 12/05/01
PAGE : 4
LOCATION : OLD ORCHARD BEACH TABULATION OF BIDS
CONTRACT ID : 007493.11
=========
====================================================================================================================================
|( 4 ) 000416 |( 5 ) 000063 |( 6 ) 000855
|T BUCK CONSTRUCTION INC. |WYMAN & SIMPSON, INC. |BRIDGECORP
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0001 BRIDGE ITEMS
| | |
0010 107.27 LUMP| 5400.00000 5400.00| 10500.00000 10500.00| 5000.00000 5000.00
TEMPORARY SOIL EROSION AND WATER | | |
POLLUTION CONTROL | | |
0020 202.15 3.000 EA | 2300.00000 6900.00| 220.00000 660.00| 50.00000 150.00
REMOVING MANHOLE OR CATCH BASIN | | |
0030 202.19 1.000 LS | 185000.00000 185000.00| 65000.00000 65000.00| 2000.00000 2000.00
REMOVING EXISTING BRIDGE | | |
0040 203.20 1810.000 M3 | 14.00000 25340.00| 7.00000 12670.00| 3.00000 5430.00
COMMON EXCAVATION | | |
0050 203.25 1930.000 M3 | 18.00000 34740.00| 17.50000 33775.00| 0.07000 135.10
GRANULAR BORROW | | |
0060 206.082 2520.000 M3 | 14.00000 35280.00| 8.00000 20160.00| 10.00000 25200.00
STRUCTURAL EARTH EXCAVATION - MAJOR | | |
STRUCTURES | | |
0070 304.10 1605.000 M3 | 16.00000 25680.00| 21.00000 33705.00| 0.09000 144.45
AGGREGATE SUBBASE COURSE - GRAVEL | | |
0080 403.207 540.000 MG | 55.00000 29700.00| 59.00000 31860.00| 55.00000 29700.00
HOT MIX ASPHALT 19.0 MM NOMINAL MAX SIZ | | |
0090 403.208 200.000 MG | 55.00000 11000.00| 59.00000 11800.00| 55.00000 11000.00
HOT MIX ASPHALT 12.5 MM NOMINAL MAX SIZ | | |
0100 403.209 12.000 MG | 90.00000 1080.00| 96.00000 1152.00| 90.00000 1080.00
HOT MIX ASPHALT 9.5 MM(SIDEWALKS,DRIVES | | |
INCIDENTAL ) | | |
0110 403.211 15.000 MG | 55.00000 825.00| 59.00000 885.00| 55.00000 825.00
HOT MIX ASPHALT (SHIM) | | |
0120 409.15 10.000 L | 5.00000 50.00| 5.40000 54.00| 5.00000 50.00
BITUMINOUS TACK COAT APPLIED | | |
0130 511.07 LUMP| 11400.00000 11400.00| 6500.00000 6500.00| 5000.00000 5000.00
COFFERDAM: DOWN STREAM | | |
0140 511.07 LUMP| 13200.00000 13200.00| 12000.00000 12000.00| 5000.00000 5000.00
COFFERDAM: UPSTREAM | | |
0150 534.71 357.000 LS | 177000.00000 177000.00| 412000.00000 412000.00| 880000.00000 880000.00
PRECAST CONCRETE BOX CULVERT | | |
0160 603.175 23.600 M | 400.00000 9440.00| 105.00000 2478.00| 200.00000 4720.00
450 MM RCP CLASS III | | |
0170 604.092 3.000 EA | 925.00000 2775.00| 1500.00000 4500.00| 1800.00000 5400.00
CATCH BASIN TYPE B1-C | | |
0180 606.24 175.000 M | 36.00000 6300.00| 44.00000 7700.00| 48.00000 8400.00
GUARDRAIL TYPE 3D - SINGLE RAIL | | |
LETTING DATE : 11/22/00 MAINE DEPARTMENT OF TRANSPORTATION DATE : 12/05/01
PAGE : 5
LOCATION : OLD ORCHARD BEACH TABULATION OF BIDS
CONTRACT ID : 007493.11
=========
====================================================================================================================================
|( 4 ) 000416 |( 5 ) 000063 |( 6 ) 000855
|T BUCK CONSTRUCTION INC. |WYMAN & SIMPSON, INC. |BRIDGECORP
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0190 606.265 4.000 EA | 34.00000 136.00| 43.00000 172.00| 47.00000 188.00
TERMINAL END - SINGLE RAIL - GALVANIZED | | |
STEEL | | |
0200 606.35 6.000 EA | 21.00000 126.00| 24.00000 144.00| 26.00000 156.00
GUARDRAIL DELINEATOR POST | | |
0210 606.752 1.000 EA | 1000.00000 1000.00| 800.00000 800.00| 1000.00000 1000.00
WIDEN SHOULDER FOR MODIFIED ECCENTRIC | | |
LOADER TERMINAL | | |
0220 606.754 1.000 EA | 1000.00000 1000.00| 800.00000 800.00| 1000.00000 1000.00
WIDEN SHOULDER FOR 350 END TREATMENT | | |
0230 606.76 1.000 EA | 1225.00000 1225.00| 1450.00000 1450.00| 1580.00000 1580.00
MODIFIED ECCENTRIC LOADER TERMINAL | | |
0240 606.79 1.000 EA | 2700.00000 2700.00| 1525.00000 1525.00| 1675.00000 1675.00
GUARDRAIL 350 FLARED TERMINAL | | |
0250 609.31 185.000 M | 12.00000 2220.00| 13.00000 2405.00| 14.00000 2590.00
CURB TYPE 3 | | |
0260 609.40 315.000 M | 25.00000 7875.00| 44.00000 13860.00| 3.00000 945.00
RESET CURB TYPE 5 | | |
0270 610.08 60.000 M3 | 76.00000 4560.00| 70.00000 4200.00| 90.00000 5400.00
PLAIN RIPRAP | | |
0280 613.319 500.000 M2 | 2.00000 1000.00| 1.15000 575.00| 2.00000 1000.00
TEMPORARY EROSION CONTROL BLANKET | | |
0290 615.07 40.000 M3 | 40.00000 1600.00| 26.00000 1040.00| 90.00000 3600.00
LOAM | | |
0300 618.1411 7.000 UN | 40.00000 280.00| 54.00000 378.00| 55.00000 385.00
SEEDING METHOD NUMBER 3 - PLAN QUANTITY | | |
0310 619.1201 7.000 UN | 40.00000 280.00| 48.00000 336.00| 50.00000 350.00
MULCH - PLAN QUANTITY | | |
0320 620.60 865.000 M2 | 1.25000 1081.25| 3.20000 2768.00| 2.50000 2162.50
REINFORCEMENT GEOTEXTILE | | |
0330 620.65 415.000 M2 | 12.00000 4980.00| 8.00000 3320.00| 10.00000 4150.00
REINFORCEMENT GEOGRID | | |
0340 627.71 165.000 M | 2.50000 412.50| 2.60000 429.00| 2.80000 462.00
100 MM WHITE PAVEMENT MARKING LINE | | |
0350 627.72 280.000 M | 3.30000 924.00| 3.50000 980.00| 3.80000 1064.00
150 MM WHITE PAVEMENT MARKING LINE | | |
0360 627.74 155.000 M | 3.30000 511.50| 4.00000 620.00| 3.80000 589.00
150 MM YELLOW PAVEMENT MARKING LINE | | |
0370 629.05 40.000 MH | 25.00000 1000.00| 22.00000 880.00| 20.00000 800.00
HAND LABOR, STRAIGHT TIME | | |
0380 631.10 20.000 HR | 25.00000 500.00| 50.00000 1000.00| 20.00000 400.00
AIR COMPRESSOR (INCLUDING OPERATOR) | | |
LETTING DATE : 11/22/00 MAINE DEPARTMENT OF TRANSPORTATION DATE : 12/05/01
PAGE : 6
LOCATION : OLD ORCHARD BEACH TABULATION OF BIDS
CONTRACT ID : 007493.11
=========
====================================================================================================================================
|( 4 ) 000416 |( 5 ) 000063 |( 6 ) 000855
|T BUCK CONSTRUCTION INC. |WYMAN & SIMPSON, INC. |BRIDGECORP
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0390 631.11 20.000 HR | 15.00000 300.00| 35.00000 700.00| 20.00000 400.00
AIR TOOL (INCLUDING OPERATOR) | | |
0400 631.12 20.000 HR | 120.00000 2400.00| 85.00000 1700.00| 100.00000 2000.00
ALL PURPOSE EXCAVATOR (INCLUDING | | |
OPERATOR) | | |
0410 631.172 20.000 HR | 45.00000 900.00| 36.00000 720.00| 50.00000 1000.00
TRUCK - LARGE (INCLUDING OPERATOR) | | |
0420 637.071 LUMP| 1000.00000 1000.00| 7500.00000 7500.00| 1000.00000 1000.00
DUST CONTROL | | |
0430 639.19 1.000 EA | 3500.00000 3500.00| 4000.00000 4000.00| 3000.00000 3000.00
FIELD OFFICE TYPE B | | |
0440 652.39 LUMP| 30000.00000 30000.00| 90000.00000 90000.00| 17000.00000 17000.00
WORK ZONE TRAFFIC CONTROL | | |
0450 659.10 LUMP| 37750.00000 37750.00| 90000.00000 90000.00| 100000.00000 100000.00
MOBILIZATION | | |
SECTION TOTALS | $ 690,371.25| $ 899,701.00| $ 1,143,131.05
------------------------------------------+----------------------------+----------------------------+-------------------------------
CONTRACT TOTALS | $ 690,371.25| $ 899,701.00| $ 1,143,131.05
====================================================================================================================================
LETTING DATE : 11/22/00 MAINE DEPARTMENT OF TRANSPORTATION DATE : 12/05/01
PAGE : 7
LOCATION : OLD ORCHARD BEACH TABULATION OF BIDS
CONTRACT ID : 007493.11
=========
====================================================================================================================================
|( 7 ) 001260 |( ) |( )
|D & C CONSTRUCTION CO., INC | |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0001 BRIDGE ITEMS
| | |
0010 107.27 LUMP| 100000.00000 100000.00| |
TEMPORARY SOIL EROSION AND WATER | | |
POLLUTION CONTROL | | |
0020 202.15 3.000 EA | 200.00000 600.00| |
REMOVING MANHOLE OR CATCH BASIN | | |
0030 202.19 1.000 LS | 75000.00000 75000.00| |
REMOVING EXISTING BRIDGE | | |
0040 203.20 1810.000 M3 | 15.00000 27150.00| |
COMMON EXCAVATION | | |
0050 203.25 1930.000 M3 | 35.00000 67550.00| |
GRANULAR BORROW | | |
0060 206.082 2520.000 M3 | 15.00000 37800.00| |
STRUCTURAL EARTH EXCAVATION - MAJOR | | |
STRUCTURES | | |
0070 304.10 1605.000 M3 | 30.00000 48150.00| |
AGGREGATE SUBBASE COURSE - GRAVEL | | |
0080 403.207 540.000 MG | 55.00000 29700.00| |
HOT MIX ASPHALT 19.0 MM NOMINAL MAX SIZ | | |
0090 403.208 200.000 MG | 55.00000 11000.00| |
HOT MIX ASPHALT 12.5 MM NOMINAL MAX SIZ | | |
0100 403.209 12.000 MG | 90.00000 1080.00| |
HOT MIX ASPHALT 9.5 MM(SIDEWALKS,DRIVES | | |
INCIDENTAL ) | | |
0110 403.211 15.000 MG | 55.00000 825.00| |
HOT MIX ASPHALT (SHIM) | | |
0120 409.15 10.000 L | 5.00000 50.00| |
BITUMINOUS TACK COAT APPLIED | | |
0130 511.07 LUMP| 100000.00000 100000.00| |
COFFERDAM: DOWN STREAM | | |
0140 511.07 LUMP| 100000.00000 100000.00| |
COFFERDAM: UPSTREAM | | |
0150 534.71 357.000 LS | 600000.00000 600000.00| |
PRECAST CONCRETE BOX CULVERT | | |
0160 603.175 23.600 M | 30.00000 708.00| |
450 MM RCP CLASS III | | |
0170 604.092 3.000 EA | 1600.00000 4800.00| |
CATCH BASIN TYPE B1-C | | |
0180 606.24 175.000 M | 45.00000 7875.00| |
GUARDRAIL TYPE 3D - SINGLE RAIL | | |
LETTING DATE : 11/22/00 MAINE DEPARTMENT OF TRANSPORTATION DATE : 12/05/01
PAGE : 8
LOCATION : OLD ORCHARD BEACH TABULATION OF BIDS
CONTRACT ID : 007493.11
=========
====================================================================================================================================
|( 7 ) 001260 |( ) |( )
|D & C CONSTRUCTION CO., INC | |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0190 606.265 4.000 EA | 450.00000 1800.00| |
TERMINAL END - SINGLE RAIL - GALVANIZED | | |
STEEL | | |
0200 606.35 6.000 EA | 25.00000 150.00| |
GUARDRAIL DELINEATOR POST | | |
0210 606.752 1.000 EA | 5000.00000 5000.00| |
WIDEN SHOULDER FOR MODIFIED ECCENTRIC | | |
LOADER TERMINAL | | |
0220 606.754 1.000 EA | 10000.00000 10000.00| |
WIDEN SHOULDER FOR 350 END TREATMENT | | |
0230 606.76 1.000 EA | 1600.00000 1600.00| |
MODIFIED ECCENTRIC LOADER TERMINAL | | |
0240 606.79 1.000 EA | 1500.00000 1500.00| |
GUARDRAIL 350 FLARED TERMINAL | | |
0250 609.31 185.000 M | 70.00000 12950.00| |
CURB TYPE 3 | | |
0260 609.40 315.000 M | 30.00000 9450.00| |
RESET CURB TYPE 5 | | |
0270 610.08 60.000 M3 | 75.00000 4500.00| |
PLAIN RIPRAP | | |
0280 613.319 500.000 M2 | 30.00000 15000.00| |
TEMPORARY EROSION CONTROL BLANKET | | |
0290 615.07 40.000 M3 | 30.00000 1200.00| |
LOAM | | |
0300 618.1411 7.000 UN | 200.00000 1400.00| |
SEEDING METHOD NUMBER 3 - PLAN QUANTITY | | |
0310 619.1201 7.000 UN | 300.00000 2100.00| |
MULCH - PLAN QUANTITY | | |
0320 620.60 865.000 M2 | 1.00000 865.00| |
REINFORCEMENT GEOTEXTILE | | |
0330 620.65 415.000 M2 | 10.00000 4150.00| |
REINFORCEMENT GEOGRID | | |
0340 627.71 165.000 M | 0.40000 66.00| |
100 MM WHITE PAVEMENT MARKING LINE | | |
0350 627.72 280.000 M | 1.00000 280.00| |
150 MM WHITE PAVEMENT MARKING LINE | | |
0360 627.74 155.000 M | 1.00000 155.00| |
150 MM YELLOW PAVEMENT MARKING LINE | | |
0370 629.05 40.000 MH | 75.00000 3000.00| |
HAND LABOR, STRAIGHT TIME | | |
0380 631.10 20.000 HR | 85.00000 1700.00| |
AIR COMPRESSOR (INCLUDING OPERATOR) | | |
LETTING DATE : 11/22/00 MAINE DEPARTMENT OF TRANSPORTATION DATE : 12/05/01
PAGE : 9
LOCATION : OLD ORCHARD BEACH TABULATION OF BIDS
CONTRACT ID : 007493.11
=========
====================================================================================================================================
|( 7 ) 001260 |( ) |( )
|D & C CONSTRUCTION CO., INC | |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0390 631.11 20.000 HR | 85.00000 1700.00| |
AIR TOOL (INCLUDING OPERATOR) | | |
0400 631.12 20.000 HR | 125.00000 2500.00| |
ALL PURPOSE EXCAVATOR (INCLUDING | | |
OPERATOR) | | |
0410 631.172 20.000 HR | 100.00000 2000.00| |
TRUCK - LARGE (INCLUDING OPERATOR) | | |
0420 637.071 LUMP| 10000.00000 10000.00| |
DUST CONTROL | | |
0430 639.19 1.000 EA | 30000.00000 30000.00| |
FIELD OFFICE TYPE B | | |
0440 652.39 LUMP| 75000.00000 75000.00| |
WORK ZONE TRAFFIC CONTROL | | |
0450 659.10 LUMP| 62000.00000 62000.00| |
MOBILIZATION | | |
SECTION TOTALS | $ 1,472,354.00| $ 0.00| $ 0.00
------------------------------------------+----------------------------+----------------------------+-------------------------------
CONTRACT TOTALS | $ 1,472,354.00| $ 0.00| $
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